diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/README.md b/Components/Elements/Beam_Type3_forced_cantilever_beam/README.md new file mode 100644 index 0000000..cd41278 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/README.md @@ -0,0 +1,19 @@ +# Modeling a forced cantilever beam using beam elements + +This example shows a simple way to model a cantilever beam using beam elements. + +This example has been taken from Nobels (2025), which can be found here: https://repository.tno.nl/SingleDoc?find=UID%20f29c6aa5-7cbd-46b2-8064-305d37841ab4 + +These examples are the same cantilever beam but with different numerical resolutions. +All the cantilever beams have a length of 4000 mm. +Here the following resolutions are available: +- 4000 mm +- 2000 mm +- 1000 mm +- 500 mm +- 250 mm +- 125 mm +- 62.5 mm +- 31.25 mm + +These examples can be compared to analytical solutions. diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_1000mm/cantileverbeam4000mmres1000mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_1000mm/cantileverbeam4000mmres1000mm_0000.rad new file mode 100644 index 0000000..62aae32 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_1000mm/cantileverbeam4000mmres1000mm_0000.rad @@ -0,0 +1,169 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 1000.000000 0.000000 0.000000 + 4 2000.000000 0.000000 0.000000 + 5 3000.000000 0.000000 0.000000 + 6 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 6 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 + 3 4 5 1 + 4 5 6 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 42666.6666666666642 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 6 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 + 5 0 + 6 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_1000mm/cantileverbeam4000mmres1000mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_1000mm/cantileverbeam4000mmres1000mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_1000mm/cantileverbeam4000mmres1000mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_125mm/cantileverbeam4000mmres125mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_125mm/cantileverbeam4000mmres125mm_0000.rad new file mode 100644 index 0000000..b6fff73 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_125mm/cantileverbeam4000mmres125mm_0000.rad @@ -0,0 +1,253 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 125.000000 0.000000 0.000000 + 4 250.000000 0.000000 0.000000 + 5 375.000000 0.000000 0.000000 + 6 500.000000 0.000000 0.000000 + 7 625.000000 0.000000 0.000000 + 8 750.000000 0.000000 0.000000 + 9 875.000000 0.000000 0.000000 + 10 1000.000000 0.000000 0.000000 + 11 1125.000000 0.000000 0.000000 + 12 1250.000000 0.000000 0.000000 + 13 1375.000000 0.000000 0.000000 + 14 1500.000000 0.000000 0.000000 + 15 1625.000000 0.000000 0.000000 + 16 1750.000000 0.000000 0.000000 + 17 1875.000000 0.000000 0.000000 + 18 2000.000000 0.000000 0.000000 + 19 2125.000000 0.000000 0.000000 + 20 2250.000000 0.000000 0.000000 + 21 2375.000000 0.000000 0.000000 + 22 2500.000000 0.000000 0.000000 + 23 2625.000000 0.000000 0.000000 + 24 2750.000000 0.000000 0.000000 + 25 2875.000000 0.000000 0.000000 + 26 3000.000000 0.000000 0.000000 + 27 3125.000000 0.000000 0.000000 + 28 3250.000000 0.000000 0.000000 + 29 3375.000000 0.000000 0.000000 + 30 3500.000000 0.000000 0.000000 + 31 3625.000000 0.000000 0.000000 + 32 3750.000000 0.000000 0.000000 + 33 3875.000000 0.000000 0.000000 + 34 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 34 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 + 3 4 5 1 + 4 5 6 1 + 5 6 7 1 + 6 7 8 1 + 7 8 9 1 + 8 9 10 1 + 9 10 11 1 + 10 11 12 1 + 11 12 13 1 + 12 13 14 1 + 13 14 15 1 + 14 15 16 1 + 15 16 17 1 + 16 17 18 1 + 17 18 19 1 + 18 19 20 1 + 19 20 21 1 + 20 21 22 1 + 21 22 23 1 + 22 23 24 1 + 23 24 25 1 + 24 25 26 1 + 25 26 27 1 + 26 27 28 1 + 27 28 29 1 + 28 29 30 1 + 29 30 31 1 + 30 31 32 1 + 31 32 33 1 + 32 33 34 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 5333.3333333333330 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 34 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 + 5 0 + 6 0 + 7 0 + 8 0 + 9 0 + 10 0 + 11 0 + 12 0 + 13 0 + 14 0 + 15 0 + 16 0 + 17 0 + 18 0 + 19 0 + 20 0 + 21 0 + 22 0 + 23 0 + 24 0 + 25 0 + 26 0 + 27 0 + 28 0 + 29 0 + 30 0 + 31 0 + 32 0 + 33 0 + 34 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_125mm/cantileverbeam4000mmres125mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_125mm/cantileverbeam4000mmres125mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_125mm/cantileverbeam4000mmres125mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_2000mm/cantileverbeam4000mmres2000mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_2000mm/cantileverbeam4000mmres2000mm_0000.rad new file mode 100644 index 0000000..1cf6ba1 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_2000mm/cantileverbeam4000mmres2000mm_0000.rad @@ -0,0 +1,163 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 2000.000000 0.000000 0.000000 + 4 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 4 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 85333.3333333333285 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 4 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_2000mm/cantileverbeam4000mmres2000mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_2000mm/cantileverbeam4000mmres2000mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_2000mm/cantileverbeam4000mmres2000mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_250mm/cantileverbeam4000mmres250mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_250mm/cantileverbeam4000mmres250mm_0000.rad new file mode 100644 index 0000000..56c18d2 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_250mm/cantileverbeam4000mmres250mm_0000.rad @@ -0,0 +1,205 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 250.000000 0.000000 0.000000 + 4 500.000000 0.000000 0.000000 + 5 750.000000 0.000000 0.000000 + 6 1000.000000 0.000000 0.000000 + 7 1250.000000 0.000000 0.000000 + 8 1500.000000 0.000000 0.000000 + 9 1750.000000 0.000000 0.000000 + 10 2000.000000 0.000000 0.000000 + 11 2250.000000 0.000000 0.000000 + 12 2500.000000 0.000000 0.000000 + 13 2750.000000 0.000000 0.000000 + 14 3000.000000 0.000000 0.000000 + 15 3250.000000 0.000000 0.000000 + 16 3500.000000 0.000000 0.000000 + 17 3750.000000 0.000000 0.000000 + 18 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 18 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 + 3 4 5 1 + 4 5 6 1 + 5 6 7 1 + 6 7 8 1 + 7 8 9 1 + 8 9 10 1 + 9 10 11 1 + 10 11 12 1 + 11 12 13 1 + 12 13 14 1 + 13 14 15 1 + 14 15 16 1 + 15 16 17 1 + 16 17 18 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 10666.6666666666661 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 18 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 + 5 0 + 6 0 + 7 0 + 8 0 + 9 0 + 10 0 + 11 0 + 12 0 + 13 0 + 14 0 + 15 0 + 16 0 + 17 0 + 18 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_250mm/cantileverbeam4000mmres250mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_250mm/cantileverbeam4000mmres250mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_250mm/cantileverbeam4000mmres250mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_31.25mm/cantileverbeam4000mmres31.25mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_31.25mm/cantileverbeam4000mmres31.25mm_0000.rad new file mode 100644 index 0000000..33a7d85 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_31.25mm/cantileverbeam4000mmres31.25mm_0000.rad @@ -0,0 +1,541 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 31.250000 0.000000 0.000000 + 4 62.500000 0.000000 0.000000 + 5 93.750000 0.000000 0.000000 + 6 125.000000 0.000000 0.000000 + 7 156.250000 0.000000 0.000000 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122 3750.000000 0.000000 0.000000 + 123 3781.250000 0.000000 0.000000 + 124 3812.500000 0.000000 0.000000 + 125 3843.750000 0.000000 0.000000 + 126 3875.000000 0.000000 0.000000 + 127 3906.250000 0.000000 0.000000 + 128 3937.500000 0.000000 0.000000 + 129 3968.750000 0.000000 0.000000 + 130 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 130 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 + 3 4 5 1 + 4 5 6 1 + 5 6 7 1 + 6 7 8 1 + 7 8 9 1 + 8 9 10 1 + 9 10 11 1 + 10 11 12 1 + 11 12 13 1 + 12 13 14 1 + 13 14 15 1 + 14 15 16 1 + 15 16 17 1 + 16 17 18 1 + 17 18 19 1 + 18 19 20 1 + 19 20 21 1 + 20 21 22 1 + 21 22 23 1 + 22 23 24 1 + 23 24 25 1 + 24 25 26 1 + 25 26 27 1 + 26 27 28 1 + 27 28 29 1 + 28 29 30 1 + 29 30 31 1 + 30 31 32 1 + 31 32 33 1 + 32 33 34 1 + 33 34 35 1 + 34 35 36 1 + 35 36 37 1 + 36 37 38 1 + 37 38 39 1 + 38 39 40 1 + 39 40 41 1 + 40 41 42 1 + 41 42 43 1 + 42 43 44 1 + 43 44 45 1 + 44 45 46 1 + 45 46 47 1 + 46 47 48 1 + 47 48 49 1 + 48 49 50 1 + 49 50 51 1 + 50 51 52 1 + 51 52 53 1 + 52 53 54 1 + 53 54 55 1 + 54 55 56 1 + 55 56 57 1 + 56 57 58 1 + 57 58 59 1 + 58 59 60 1 + 59 60 61 1 + 60 61 62 1 + 61 62 63 1 + 62 63 64 1 + 63 64 65 1 + 64 65 66 1 + 65 66 67 1 + 66 67 68 1 + 67 68 69 1 + 68 69 70 1 + 69 70 71 1 + 70 71 72 1 + 71 72 73 1 + 72 73 74 1 + 73 74 75 1 + 74 75 76 1 + 75 76 77 1 + 76 77 78 1 + 77 78 79 1 + 78 79 80 1 + 79 80 81 1 + 80 81 82 1 + 81 82 83 1 + 82 83 84 1 + 83 84 85 1 + 84 85 86 1 + 85 86 87 1 + 86 87 88 1 + 87 88 89 1 + 88 89 90 1 + 89 90 91 1 + 90 91 92 1 + 91 92 93 1 + 92 93 94 1 + 93 94 95 1 + 94 95 96 1 + 95 96 97 1 + 96 97 98 1 + 97 98 99 1 + 98 99 100 1 + 99 100 101 1 + 100 101 102 1 + 101 102 103 1 + 102 103 104 1 + 103 104 105 1 + 104 105 106 1 + 105 106 107 1 + 106 107 108 1 + 107 108 109 1 + 108 109 110 1 + 109 110 111 1 + 110 111 112 1 + 111 112 113 1 + 112 113 114 1 + 113 114 115 1 + 114 115 116 1 + 115 116 117 1 + 116 117 118 1 + 117 118 119 1 + 118 119 120 1 + 119 120 121 1 + 120 121 122 1 + 121 122 123 1 + 122 123 124 1 + 123 124 125 1 + 124 125 126 1 + 125 126 127 1 + 126 127 128 1 + 127 128 129 1 + 128 129 130 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 1333.3333333333333 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 130 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 + 5 0 + 6 0 + 7 0 + 8 0 + 9 0 + 10 0 + 11 0 + 12 0 + 13 0 + 14 0 + 15 0 + 16 0 + 17 0 + 18 0 + 19 0 + 20 0 + 21 0 + 22 0 + 23 0 + 24 0 + 25 0 + 26 0 + 27 0 + 28 0 + 29 0 + 30 0 + 31 0 + 32 0 + 33 0 + 34 0 + 35 0 + 36 0 + 37 0 + 38 0 + 39 0 + 40 0 + 41 0 + 42 0 + 43 0 + 44 0 + 45 0 + 46 0 + 47 0 + 48 0 + 49 0 + 50 0 + 51 0 + 52 0 + 53 0 + 54 0 + 55 0 + 56 0 + 57 0 + 58 0 + 59 0 + 60 0 + 61 0 + 62 0 + 63 0 + 64 0 + 65 0 + 66 0 + 67 0 + 68 0 + 69 0 + 70 0 + 71 0 + 72 0 + 73 0 + 74 0 + 75 0 + 76 0 + 77 0 + 78 0 + 79 0 + 80 0 + 81 0 + 82 0 + 83 0 + 84 0 + 85 0 + 86 0 + 87 0 + 88 0 + 89 0 + 90 0 + 91 0 + 92 0 + 93 0 + 94 0 + 95 0 + 96 0 + 97 0 + 98 0 + 99 0 + 100 0 + 101 0 + 102 0 + 103 0 + 104 0 + 105 0 + 106 0 + 107 0 + 108 0 + 109 0 + 110 0 + 111 0 + 112 0 + 113 0 + 114 0 + 115 0 + 116 0 + 117 0 + 118 0 + 119 0 + 120 0 + 121 0 + 122 0 + 123 0 + 124 0 + 125 0 + 126 0 + 127 0 + 128 0 + 129 0 + 130 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_31.25mm/cantileverbeam4000mmres31.25mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_31.25mm/cantileverbeam4000mmres31.25mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_31.25mm/cantileverbeam4000mmres31.25mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_4000mm/cantileverbeam4000mmres4000mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_4000mm/cantileverbeam4000mmres4000mm_0000.rad new file mode 100644 index 0000000..9d1d67b --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_4000mm/cantileverbeam4000mmres4000mm_0000.rad @@ -0,0 +1,160 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 3 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333170666.6666666666570 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 3 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_4000mm/cantileverbeam4000mmres4000mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_4000mm/cantileverbeam4000mmres4000mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_4000mm/cantileverbeam4000mmres4000mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_500mm/cantileverbeam4000mmres500mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_500mm/cantileverbeam4000mmres500mm_0000.rad new file mode 100644 index 0000000..71f813b --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_500mm/cantileverbeam4000mmres500mm_0000.rad @@ -0,0 +1,181 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 500.000000 0.000000 0.000000 + 4 1000.000000 0.000000 0.000000 + 5 1500.000000 0.000000 0.000000 + 6 2000.000000 0.000000 0.000000 + 7 2500.000000 0.000000 0.000000 + 8 3000.000000 0.000000 0.000000 + 9 3500.000000 0.000000 0.000000 + 10 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 10 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 + 3 4 5 1 + 4 5 6 1 + 5 6 7 1 + 6 7 8 1 + 7 8 9 1 + 8 9 10 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 21333.3333333333321 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 10 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 + 5 0 + 6 0 + 7 0 + 8 0 + 9 0 + 10 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_500mm/cantileverbeam4000mmres500mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_500mm/cantileverbeam4000mmres500mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_500mm/cantileverbeam4000mmres500mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_62.5mm/cantileverbeam4000mmres62.5mm_0000.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_62.5mm/cantileverbeam4000mmres62.5mm_0000.rad new file mode 100644 index 0000000..0417348 --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_62.5mm/cantileverbeam4000mmres62.5mm_0000.rad @@ -0,0 +1,349 @@ +#RADIOSS STARTER +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +## +##-------------------------------------------------------------------------------------------------- +## UNIT section +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEGIN +# Runname +OpenRadioss test case +# Input version + 2022 0 +# input mass unit | input length unit | input time unit | + kg mm ms +# work mass unit | work length unit | work time unit | + kg mm ms +## +## +##-------------------------------------------------------------------------------------------------- +## Material Law No 1. Purely linearly elastic model +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/MAT/LAW1/2 +# material title +Steel_DP600 +# density | +7.80000000000000E-06 +# Young's modulus | Poisson's ratio | + 210.00000000000000 0.30000000000000 +## +##-------------------------------------------------------------------------------------------------- +## NODES +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/NODE +# node_ID| X coordinate | Y coordinate | Z coordinate | + 1 0.000000 4000.000000 0.000000 + 2 0.000000 0.000000 0.000000 + 3 62.500000 0.000000 0.000000 + 4 125.000000 0.000000 0.000000 + 5 187.500000 0.000000 0.000000 + 6 250.000000 0.000000 0.000000 + 7 312.500000 0.000000 0.000000 + 8 375.000000 0.000000 0.000000 + 9 437.500000 0.000000 0.000000 + 10 500.000000 0.000000 0.000000 + 11 562.500000 0.000000 0.000000 + 12 625.000000 0.000000 0.000000 + 13 687.500000 0.000000 0.000000 + 14 750.000000 0.000000 0.000000 + 15 812.500000 0.000000 0.000000 + 16 875.000000 0.000000 0.000000 + 17 937.500000 0.000000 0.000000 + 18 1000.000000 0.000000 0.000000 + 19 1062.500000 0.000000 0.000000 + 20 1125.000000 0.000000 0.000000 + 21 1187.500000 0.000000 0.000000 + 22 1250.000000 0.000000 0.000000 + 23 1312.500000 0.000000 0.000000 + 24 1375.000000 0.000000 0.000000 + 25 1437.500000 0.000000 0.000000 + 26 1500.000000 0.000000 0.000000 + 27 1562.500000 0.000000 0.000000 + 28 1625.000000 0.000000 0.000000 + 29 1687.500000 0.000000 0.000000 + 30 1750.000000 0.000000 0.000000 + 31 1812.500000 0.000000 0.000000 + 32 1875.000000 0.000000 0.000000 + 33 1937.500000 0.000000 0.000000 + 34 2000.000000 0.000000 0.000000 + 35 2062.500000 0.000000 0.000000 + 36 2125.000000 0.000000 0.000000 + 37 2187.500000 0.000000 0.000000 + 38 2250.000000 0.000000 0.000000 + 39 2312.500000 0.000000 0.000000 + 40 2375.000000 0.000000 0.000000 + 41 2437.500000 0.000000 0.000000 + 42 2500.000000 0.000000 0.000000 + 43 2562.500000 0.000000 0.000000 + 44 2625.000000 0.000000 0.000000 + 45 2687.500000 0.000000 0.000000 + 46 2750.000000 0.000000 0.000000 + 47 2812.500000 0.000000 0.000000 + 48 2875.000000 0.000000 0.000000 + 49 2937.500000 0.000000 0.000000 + 50 3000.000000 0.000000 0.000000 + 51 3062.500000 0.000000 0.000000 + 52 3125.000000 0.000000 0.000000 + 53 3187.500000 0.000000 0.000000 + 54 3250.000000 0.000000 0.000000 + 55 3312.500000 0.000000 0.000000 + 56 3375.000000 0.000000 0.000000 + 57 3437.500000 0.000000 0.000000 + 58 3500.000000 0.000000 0.000000 + 59 3562.500000 0.000000 0.000000 + 60 3625.000000 0.000000 0.000000 + 61 3687.500000 0.000000 0.000000 + 62 3750.000000 0.000000 0.000000 + 63 3812.500000 0.000000 0.000000 + 64 3875.000000 0.000000 0.000000 + 65 3937.500000 0.000000 0.000000 + 66 4000.000000 0.000000 0.000000 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/1 +# boundary condition title +constraint1 +#Trarot | skew_ID | grnd_ID | + 111 111 0 2 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/2 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 2 +## +##-------------------------------------------------------------------------------------------------- +## Boundary Conditions 2 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BCS/2 +# boundary condition title +constraint2 +#Trarot | skew_ID | grnd_ID | + 000 000 0 3 +## +##-------------------------------------------------------------------------------------------------- +## Corresponding boundary nodes +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/3 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 66 +## +##-------------------------------------------------------------------------------------------------- +## Beam Elements +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/BEAM/3 +# beam ID| node_ID1| node_ID2| node_ID3| + 1 2 3 1 + 2 3 4 1 + 3 4 5 1 + 4 5 6 1 + 5 6 7 1 + 6 7 8 1 + 7 8 9 1 + 8 9 10 1 + 9 10 11 1 + 10 11 12 1 + 11 12 13 1 + 12 13 14 1 + 13 14 15 1 + 14 15 16 1 + 15 16 17 1 + 16 17 18 1 + 17 18 19 1 + 18 19 20 1 + 19 20 21 1 + 20 21 22 1 + 21 22 23 1 + 22 23 24 1 + 23 24 25 1 + 24 25 26 1 + 25 26 27 1 + 26 27 28 1 + 27 28 29 1 + 28 29 30 1 + 29 30 31 1 + 30 31 32 1 + 31 32 33 1 + 32 33 34 1 + 33 34 35 1 + 34 35 36 1 + 35 36 37 1 + 36 37 38 1 + 37 38 39 1 + 38 39 40 1 + 39 40 41 1 + 40 41 42 1 + 41 42 43 1 + 42 43 44 1 + 43 44 45 1 + 44 45 46 1 + 45 46 47 1 + 46 47 48 1 + 47 48 49 1 + 48 49 50 1 + 49 50 51 1 + 50 51 52 1 + 51 52 53 1 + 52 53 54 1 + 53 54 55 1 + 54 55 56 1 + 55 56 57 1 + 56 57 58 1 + 57 58 59 1 + 58 59 60 1 + 59 60 61 1 + 60 61 62 1 + 61 62 63 1 + 62 63 64 1 + 63 64 65 1 + 64 65 66 1 +## +##-------------------------------------------------------------------------------------------------- +## Beam Property Set (pid 1) +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PROP/BEAM/1 +line_1.7 +# | I_SMSTR | + 4 +#beam membrane damp|beam flexural damp | + 0.0000000000000 0.0100000000000 +# Area | I_YY | I_ZZ | I_XX | + 64.0000000000000 341.3333333333333 341.3333333333333 2666.6666666666665 +#OmegaDOF| I_shear| + 000 000 0 +## +##-------------------------------------------------------------------------------------------------- +## Function 1 +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/FUNCT/1 +Load +# X Y + 0.0000000000000e+00 1.0000000000000e+00 + 1.0000000000000e+30 1.0000000000000e+00 +## +##-------------------------------------------------------------------------------------------------- +## Line loading for test +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/CLOAD/3 +# title of the imposed load +imposed_load +#fct_IDT | Dir |skew_ID | sens_ID | grnd_ID | | Ascale_x | Fscale_y | + 1 Z 1 1.0000000000000000 -0.0001280000000000 +## +##-------------------------------------------------------------------------------------------------- +## Particles for load in the cente at the boundary +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/GRNOD/NODE/1 +# node group for example for bounary condtions +#item_ID1| item_ID2| item_ID3| item_ID4| item_ID5| item_ID6| item_ID7| item_ID8| item_ID9|item_ID10| +grnodnode + 66 +## +##-------------------------------------------------------------------------------------------------- +## Parts +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/PART/3 +# part title +Our_part +#prop_ID | mat_ID |subset_ID| virtual thickness| + 1 2 +## +##-------------------------------------------------------------------------------------------------- +## Input the desired information for the time file output +##-------------------------------------------------------------------------------------------------- +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/TH/NODE/2 +# title of nodes to follow in depth +TH_Measuring_Nodes +# var_ID1| var_ID2| var_ID3| var_ID4| var_ID5| var_ID6| var_ID7| var_ID8| var_ID9| var_ID10| + DEF XYZ A DRX DRY DRZ +# node ID| skew_ID or frame_ID + 2 0 + 3 0 + 4 0 + 5 0 + 6 0 + 7 0 + 8 0 + 9 0 + 10 0 + 11 0 + 12 0 + 13 0 + 14 0 + 15 0 + 16 0 + 17 0 + 18 0 + 19 0 + 20 0 + 21 0 + 22 0 + 23 0 + 24 0 + 25 0 + 26 0 + 27 0 + 28 0 + 29 0 + 30 0 + 31 0 + 32 0 + 33 0 + 34 0 + 35 0 + 36 0 + 37 0 + 38 0 + 39 0 + 40 0 + 41 0 + 42 0 + 43 0 + 44 0 + 45 0 + 46 0 + 47 0 + 48 0 + 49 0 + 50 0 + 51 0 + 52 0 + 53 0 + 54 0 + 55 0 + 56 0 + 57 0 + 58 0 + 59 0 + 60 0 + 61 0 + 62 0 + 63 0 + 64 0 + 65 0 + 66 0 diff --git a/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_62.5mm/cantileverbeam4000mmres62.5mm_0001.rad b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_62.5mm/cantileverbeam4000mmres62.5mm_0001.rad new file mode 100644 index 0000000..75272ed --- /dev/null +++ b/Components/Elements/Beam_Type3_forced_cantilever_beam/resolution_62.5mm/cantileverbeam4000mmres62.5mm_0001.rad @@ -0,0 +1,69 @@ +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +# Cantilever beam [Beam elements] ("Model") +# Copyright (C) 2025 Nederlandse Organisatie voor toegepast-natuurwetenschappelijk onderzoek (TNO) ("Holder") +# Model is licensed by Holder under CC BY-NC 4.0 +# (https://creativecommons.org/licenses/by-nc/4.0/legalcode). +#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----| +/VERS/2017 +/RUN/cantileverbeam/1/ +200000.0000000000000 +/H3D/NODA/VEL +/H3D/SHELL/TENS/STRESS/NPT=ALL +/H3D/SHELL/TENS/STRAIN/NPT=LOWER +/H3D/SHELL/TENS/STRAIN/NPT=UPPER +/H3D/ELEM/EPSP/NPT=UPPER +/H3D/ELEM/EPSP/NPT=LOWER +/H3D/COMPRESS +0.01 +/H3D/DT +0.000000000000000 10000.000000000 +/PRINT/-500 +/TFILE/0 +4.000000000000000 +/STOP +0.000000000000000 0.000000000000000 0.000000000000000 1 1 +/MON/ON +/DT/NODA/CST/0 +0.450000000000000 0.000000000000000 + +/ANIM/DT +0.000000000000000 10000.000000000 +/ANIM/VECT/VEL +/ANIM/VECT/DISP +/ANIM/VECT/ACC +/ANIM/VECT/CONT +/ANIM/VECT/CONT2 +/ANIM/VECT/CONT/MAX +/ANIM/VECT/FINT +/ANIM/VECT/FEXT +/ANIM/VECT/VROT + +/ANIM/NODA/DT +/ANIM/NODA/DMAS +/ANIM/NODA/DINER +/ANIM/NODA/DENS +/ANIM/NODA/P +/ANIM/NODA/TEMP +/ANIM/NODA/SSP + +/ANIM/ELEM/EPSP/ALL +/ANIM/ELEM/DENS +/ANIM/ELEM/DT +/ANIM/ELEM/HOURG +/ANIM/ELEM/P +/ANIM/ELEM/SIGX +/ANIM/ELEM/SIGY +/ANIM/ELEM/SIGZ +/ANIM/ELEM/SIGXY +/ANIM/ELEM/SIGXZ +/ANIM/ELEM/SIGYZ +/ANIM/ELEM/TEMP +/ANIM/ELEM/THIC +/ANIM/ELEM/VONM +/ANIM/ELEM/MACH + + +/ANIM/COMPRESS +0.01 + +/TH/TITLE