MYSTRAN "14.01 Sep-19-2022"Testing

Summary for Test Suite "pytest"

Published: 2023-05-28 18-06

Test Status Desc
BAR/test_bar_01.ini success One single bar with a nodal force at one end and clamped at the other end CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_02.ini success one single bar with its orientation defined with a node (ID3) loaded with a single nodal force clamped on two nodes CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_03.ini success one single bar with DOF release TX on node B loaded with a single nodal force at node B clamped on node A CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_04.ini success one single bar with an orphan node in the model loaded with a single nodal force clamped on two nodes CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_05.ini success assembly of bars in 3D space with different bar orientation loaded with a single nodal force clamped on two nodes CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_06.ini success assembly of bars in 3D space with different bar orientation on some DOF release loaded with a single nodal force clamped on two nodes CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_07.ini success assembly of 3 bars in 3D space with different bar orientation. loading: Fy nodal force on node 5 boundary condition: clamped on node 1 and blocked on TY on node 6 CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_11.ini success one single bar with common offset at node A en B; loading: one nodal force; boundary condition: clamped on one node CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_12.ini success one single bar with one offset applied on node A only loading: one nodal force on node B boundary condition: clamped on node A CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_13.ini success one single bar with one offset applied on node B only loading: one nodal force on node B boundary condition: clamped on node A CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_14.ini success one single bar with different offset applied on node A and B loading: one nodal force on node B boundary condition: clamped on node A CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_15.ini success a bar truss model made of 6 bars with different orientation and offsets loading: nodal forces on 4 different nodes boundary condition: clamped on two nodes CORD2C MAT1 PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_16.ini success one single bar with common offset at node A en B and both nodes defined in local coordinate system 3; loading: one nodal force; boundary condition: clamped on one node CORD2C MAT1 CORD2R PBAR CORD2S FORCE CBAR SPC1
BAR/test_bar_17.ini success one single bar with common offset at node A en B, nodes and bar offset defined in local coordinate system 3; loading: one nodal force; boundary condition: clamped on one node CORD2C MAT1 CORD2R PBAR CORD2S FORCE CBAR SPC1
BUSH/test_bush_01.ini success one single bush oriented with a vector loading: one nodal force boundary condition: clamped on one node CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_02.ini success one single bush oriented with a third node loading: one nodal force boundary condition: clamped on one node CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_03.ini success one single bush oriented with a local coordinate system loading: one nodal force boundary condition: clamped on one node CORD2C PBUSH CORD2R CORD2S FORCE CBUSH SPC1
BUSH/test_bush_04.ini success two bushes in series with different properties loading: one nodal force at node 4 boundary condition: clamped at node 1 CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_05.ini success two bushes in parallel with different properties loading: one nodal force at node 2 boundary condition: clamped at node 1 and 4 CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_06.ini success one single bush oriented with a vector and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_07.ini success one single bush oriented with a third node and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_08.ini success one single bush oriented with a local coordinate system and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2R CORD2S FORCE CBUSH SPC1
BUSH/test_bush_09.ini success one single bush oriented with a vector and offset defined by a vector loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_10.ini success one single bush oriented with a third node and offset defined by a vector loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_11.ini success one single bush oriented with a local coordinate system and offset defined by a vector; loading: one nodal force at node 2; boundary condition: clamped at node 1 CORD2C PBUSH CORD2R CORD2S FORCE CBUSH SPC1
BUSH/test_bush_12.ini success one single bush oriented with a local CID identical to the global coordinate system (GA-GB along X) loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2R MOMENT CORD2S FORCE CBUSH SPC1
BUSH/test_bush_13.ini success one single bush oriented with a local CID identical to the global coordinate system (GA-GB along Z) loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2R MOMENT CORD2S FORCE CBUSH SPC1
BUSH/test_bush_14.ini success one single bush oriented with a local CID different to the global coordinate system (GA-GB along X) loading: one nodal force at node 2 boundary condition: clamped at node 1 CORD2C PBUSH CORD2R MOMENT CORD2S FORCE CBUSH SPC1
BUSH/test_bush_15.ini success one single bush oriented by node GA to GB with only Kx=1500 specified loading: one nodal force at node 2 boundary condition: clamped at node 1 and SPC12456 at node 2 CORD2C PBUSH CORD2S MOMENT FORCE CBUSH SPC1
BUSH/test_bush_16.ini success one single bush oriented with a local coordinate system and both nodes defined in local coordinate system 3; loading: one nodal force boundary condition: clamped on one node CORD2C PBUSH CORD2R CORD2S FORCE CBUSH SPC1
BUSH/test_bush_51.ini success one bush element with two coincident nodes (Element orientation is defined in global CID) loading: one nodal force at node B boundary condition: clamped on node A CORD2C PBUSH CORD2S FORCE CBUSH SPC1
BUSH/test_bush_52.ini success one bush element with two coincident nodes (Element orientation is defined in local CID) loading: one nodal force at node B boundary condition: clamped on node A CORD2C PBUSH CORD2R CORD2S FORCE CBUSH SPC1
BUSH/test_bush_53.ini skipped one bush element with two coincident nodes (Element orientation is defined in local CID) with an offset defined by a vector loading: one nodal force at node B boundary condition: clamped on node A CORD2C PBUSH CORD2S FORCE CBUSH SPC1
MIXED_ELMS/test_case_0001.ini success Model mixing BAR and BUSH elements (BUSH are oriented in local coordinate system CID3) CORD2C PBUSH LOAD PBAR MOMENT CBAR CBUSH MAT1 CORD2R CORD2S FORCE SPC1
MIXED_ELMS/test_case_0002.ini success Test case with one CBUSH and one RBE2 element loaded with nodal force (LC1) and mass with acceleration (LC2) CORD2C PBUSH SPC1 RBE2 CORD2S CONM2 FORCE CBUSH GRAV
MIXED_ELMS/test_case_0003.ini success test case with 4 CBUSHs and one RBE2 elements loaded with nodal force (LC1) and mass with acceleration (LC2) CORD2C PBUSH SPC1 RBE2 CORD2S CONM2 FORCE CBUSH GRAV
MIXED_ELMS/test_case_0004.ini success test case with 4 BARS and 1 CBUSHs loading LC1: Fx and My applied on node 5 LC2: Fx and My applied on node 5 and a nodal force on node 1 boundary condition: clamped on node 1 and blocked on TY on node 5 CORD2C PBUSH PBAR MOMENT CBAR CBUSH MAT1 CORD2S FORCE SPC1
MIXED_ELMS/test_case_0005.ini success Final 1D FE model used for the standard floor structure validation CORD2C PBUSH PBAR CBAR CBUSH PBEAM MAT1 PSHELL CORD2S FORCE SPC1
MIXED_ELMS/test_case_0006.ini success 1D FE model of B777 floor section S41 CORD2C PBUSH MAT1 PBAR CORD2S FORCE CBAR CBUSH SPC1
MIXED_ELMS/test_case_0007.ini success 1D FE model of B777 floor section S44 and S45 CORD2C PBUSH MAT1 PBAR CORD2S FORCE CBAR CBUSH SPC1
PLATE/test_plate_01.ini success Model of a square plate meshed by 32x32 QUADs loaded by pressure and simply supported on 4 edges CORD2C CQUAD4 MAT1 PLOAD4 PSHELL CORD2S SPC1

Test-case BAR/test_bar_01.ini

One single bar with a nodal force at one end and clamped at the other end

Assets

One single bar with a nodal force at one end and clamped at the other end

Test BAR/test_bar_01.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_01.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_01.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_02.ini

one single bar with its orientation defined with a node (ID3) loaded with a single nodal force clamped on two nodes

Assets

one single bar with its orientation defined with a node (ID3) loaded with a single nodal force clamped on two nodes

Test BAR/test_bar_02.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_02.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_02.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_03.ini

one single bar with DOF release TX on node B loaded with a single nodal force at node B clamped on node A

Assets

one single bar with DOF release TX on node B loaded with a single nodal force at node B clamped on node A

Test BAR/test_bar_03.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_03.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_03.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_04.ini

one single bar with an orphan node in the model loaded with a single nodal force clamped on two nodes

Assets

one single bar with an orphan node in the model loaded with a single nodal force clamped on two nodes

Test BAR/test_bar_04.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_04.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_04.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_05.ini

assembly of bars in 3D space with different bar orientation loaded with a single nodal force clamped on two nodes

Assets

assembly of bars in 3D space with different bar orientation loaded with a single nodal force clamped on two nodes

Test BAR/test_bar_05.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_05.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_05.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_06.ini

assembly of bars in 3D space with different bar orientation on some DOF release loaded with a single nodal force clamped on two nodes

Assets

assembly of bars in 3D space with different bar orientation on some DOF release loaded with a single nodal force clamped on two nodes

Test BAR/test_bar_06.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_06.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_06.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_07.ini

assembly of 3 bars in 3D space with different bar orientation. loading: Fy nodal force on node 5 boundary condition: clamped on node 1 and blocked on TY on node 6

Assets

assembly of 3 bars in 3D space with different bar orientation. loading: Fy nodal force on node 5 boundary condition: clamped on node 1 and blocked on TY on node 6

Test BAR/test_bar_07.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_07.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_07.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_11.ini

one single bar with common offset at node A en B; loading: one nodal force; boundary condition: clamped on one node

Assets

one single bar with common offset at node A en B; loading: one nodal force; boundary condition: clamped on one node

Test BAR/test_bar_11.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_11.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_11.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_12.ini

one single bar with one offset applied on node A only loading: one nodal force on node B boundary condition: clamped on node A

Assets

one single bar with one offset applied on node A only loading: one nodal force on node B boundary condition: clamped on node A

Test BAR/test_bar_12.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_12.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_12.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_13.ini

one single bar with one offset applied on node B only loading: one nodal force on node B boundary condition: clamped on node A

Assets

one single bar with one offset applied on node B only loading: one nodal force on node B boundary condition: clamped on node A

Test BAR/test_bar_13.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_13.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_13.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_14.ini

one single bar with different offset applied on node A and B loading: one nodal force on node B boundary condition: clamped on node A

Assets

one single bar with different offset applied on node A and B loading: one nodal force on node B boundary condition: clamped on node A

Test BAR/test_bar_14.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_14.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_14.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_15.ini

a bar truss model made of 6 bars with different orientation and offsets loading: nodal forces on 4 different nodes boundary condition: clamped on two nodes

Assets

a bar truss model made of 6 bars with different orientation and offsets loading: nodal forces on 4 different nodes boundary condition: clamped on two nodes

Test BAR/test_bar_15.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_15.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_15.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_16.ini

one single bar with common offset at node A en B and both nodes defined in local coordinate system 3; loading: one nodal force; boundary condition: clamped on one node

Assets

one single bar with common offset at node A en B and both nodes defined in local coordinate system 3; loading: one nodal force; boundary condition: clamped on one node

Test BAR/test_bar_16.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_16.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_16.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BAR/test_bar_17.ini

one single bar with common offset at node A en B, nodes and bar offset defined in local coordinate system 3; loading: one nodal force; boundary condition: clamped on one node

Assets

one single bar with common offset at node A en B, nodes and bar offset defined in local coordinate system 3; loading: one nodal force; boundary condition: clamped on one node

Test BAR/test_bar_17.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BAR/test_bar_17.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BAR/test_bar_17.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_01.ini

one single bush oriented with a vector loading: one nodal force boundary condition: clamped on one node

Assets

one single bush oriented with a vector loading: one nodal force boundary condition: clamped on one node

Test BUSH/test_bush_01.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_01.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_01.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_02.ini

one single bush oriented with a third node loading: one nodal force boundary condition: clamped on one node

Assets

one single bush oriented with a third node loading: one nodal force boundary condition: clamped on one node

Test BUSH/test_bush_02.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_02.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_02.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_03.ini

one single bush oriented with a local coordinate system loading: one nodal force boundary condition: clamped on one node

Assets

one single bush oriented with a local coordinate system loading: one nodal force boundary condition: clamped on one node

Test BUSH/test_bush_03.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_03.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_03.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_04.ini

two bushes in series with different properties loading: one nodal force at node 4 boundary condition: clamped at node 1

Assets

two bushes in series with different properties loading: one nodal force at node 4 boundary condition: clamped at node 1

Test BUSH/test_bush_04.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_04.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_04.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_05.ini

two bushes in parallel with different properties loading: one nodal force at node 2 boundary condition: clamped at node 1 and 4

Assets

two bushes in parallel with different properties loading: one nodal force at node 2 boundary condition: clamped at node 1 and 4

Test BUSH/test_bush_05.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_05.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_05.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_06.ini

one single bush oriented with a vector and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a vector and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_06.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_06.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_06.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_07.ini

one single bush oriented with a third node and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a third node and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_07.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_07.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_07.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_08.ini

one single bush oriented with a local coordinate system and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a local coordinate system and offset S=0.2 loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_08.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_08.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_08.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_09.ini

one single bush oriented with a vector and offset defined by a vector loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a vector and offset defined by a vector loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_09.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_09.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_09.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_10.ini

one single bush oriented with a third node and offset defined by a vector loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a third node and offset defined by a vector loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_10.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_10.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_10.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_11.ini

one single bush oriented with a local coordinate system and offset defined by a vector; loading: one nodal force at node 2; boundary condition: clamped at node 1

Assets

one single bush oriented with a local coordinate system and offset defined by a vector; loading: one nodal force at node 2; boundary condition: clamped at node 1

Test BUSH/test_bush_11.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_11.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_11.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_12.ini

one single bush oriented with a local CID identical to the global coordinate system (GA-GB along X) loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a local CID identical to the global coordinate system (GA-GB along X) loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_12.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_12.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_12.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_13.ini

one single bush oriented with a local CID identical to the global coordinate system (GA-GB along Z) loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a local CID identical to the global coordinate system (GA-GB along Z) loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_13.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_13.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_13.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_14.ini

one single bush oriented with a local CID different to the global coordinate system (GA-GB along X) loading: one nodal force at node 2 boundary condition: clamped at node 1

Assets

one single bush oriented with a local CID different to the global coordinate system (GA-GB along X) loading: one nodal force at node 2 boundary condition: clamped at node 1

Test BUSH/test_bush_14.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_14.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_14.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_15.ini

one single bush oriented by node GA to GB with only Kx=1500 specified loading: one nodal force at node 2 boundary condition: clamped at node 1 and SPC12456 at node 2

Assets

one single bush oriented by node GA to GB with only Kx=1500 specified loading: one nodal force at node 2 boundary condition: clamped at node 1 and SPC12456 at node 2

Test BUSH/test_bush_15.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_15.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_15.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_16.ini

one single bush oriented with a local coordinate system and both nodes defined in local coordinate system 3; loading: one nodal force boundary condition: clamped on one node

Assets

one single bush oriented with a local coordinate system and both nodes defined in local coordinate system 3; loading: one nodal force boundary condition: clamped on one node

Test BUSH/test_bush_16.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_16.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_16.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_51.ini

one bush element with two coincident nodes (Element orientation is defined in global CID) loading: one nodal force at node B boundary condition: clamped on node A

Assets

one bush element with two coincident nodes (Element orientation is defined in global CID) loading: one nodal force at node B boundary condition: clamped on node A

Test BUSH/test_bush_51.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_51.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_51.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_52.ini

one bush element with two coincident nodes (Element orientation is defined in local CID) loading: one nodal force at node B boundary condition: clamped on node A

Assets

one bush element with two coincident nodes (Element orientation is defined in local CID) loading: one nodal force at node B boundary condition: clamped on node A

Test BUSH/test_bush_52.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test BUSH/test_bush_52.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test BUSH/test_bush_52.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case BUSH/test_bush_53.ini

one bush element with two coincident nodes (Element orientation is defined in local CID) with an offset defined by a vector loading: one nodal force at node B boundary condition: clamped on node A

Assets

one bush element with two coincident nodes (Element orientation is defined in local CID) with an offset defined by a vector loading: one nodal force at node B boundary condition: clamped on node A

Test BUSH/test_bush_53.ini::Displacements

check all displacements with the following tolerances:

SKIPPED 1

Test BUSH/test_bush_53.ini::Reactions

check all reactions with the following tolerances:

SKIPPED 1

Test BUSH/test_bush_53.ini::Forces

"check forces in CBUSH" with the following tolerances:

SKIPPED 1

Test-case MIXED_ELMS/test_case_0001.ini

Model mixing BAR and BUSH elements (BUSH are oriented in local coordinate system CID3)

Assets

Model mixing BAR and BUSH elements (BUSH are oriented in local coordinate system CID3)

Test MIXED_ELMS/test_case_0001.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0001.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0001.ini::Bars Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0001.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case MIXED_ELMS/test_case_0002.ini

Test case with one CBUSH and one RBE2 element loaded with nodal force (LC1) and mass with acceleration (LC2)

Assets

Test case with one CBUSH and one RBE2 element loaded with nodal force (LC1) and mass with acceleration (LC2)

Test MIXED_ELMS/test_case_0002.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0002.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0002.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case MIXED_ELMS/test_case_0003.ini

test case with 4 CBUSHs and one RBE2 elements loaded with nodal force (LC1) and mass with acceleration (LC2)

Assets

test case with 4 CBUSHs and one RBE2 elements loaded with nodal force (LC1) and mass with acceleration (LC2)

Test MIXED_ELMS/test_case_0003.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0003.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0003.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case MIXED_ELMS/test_case_0004.ini

test case with 4 BARS and 1 CBUSHs loading LC1: Fx and My applied on node 5 LC2: Fx and My applied on node 5 and a nodal force on node 1 boundary condition: clamped on node 1 and blocked on TY on node 5

Assets

test case with 4 BARS and 1 CBUSHs loading LC1: Fx and My applied on node 5 LC2: Fx and My applied on node 5 and a nodal force on node 1 boundary condition: clamped on node 1 and blocked on TY on node 5

Test MIXED_ELMS/test_case_0004.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0004.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0004.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0004.ini::Bar Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case MIXED_ELMS/test_case_0005.ini

Final 1D FE model used for the standard floor structure validation

Assets

Final 1D FE model used for the standard floor structure validation

Test MIXED_ELMS/test_case_0005.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0005.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0005.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0005.ini::Bar Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case MIXED_ELMS/test_case_0006.ini

1D FE model of B777 floor section S41

Assets

1D FE model of B777 floor section S41

Test MIXED_ELMS/test_case_0006.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0006.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0006.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0006.ini::Bar Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case MIXED_ELMS/test_case_0007.ini

1D FE model of B777 floor section S44 and S45

Assets

1D FE model of B777 floor section S44 and S45

Test MIXED_ELMS/test_case_0007.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0007.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0007.ini::Bushes Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test MIXED_ELMS/test_case_0007.ini::Bar Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case PLATE/test_plate_01.ini

Model of a square plate meshed by 32x32 QUADs loaded by pressure and simply supported on 4 edges

Assets

Model of a square plate meshed by 32x32 QUADs loaded by pressure and simply supported on 4 edges

Test PLATE/test_plate_01.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test PLATE/test_plate_01.ini::Reactions

check all reactions with the following tolerances:

SUCCESS