MYSTRAN "13.3a Oct-31-2021"Testing

Summary for Test Suite "pytest"

Test Status Desc
local/share/mystran-validation/mystran-test-cases/BAR/test_bar_01.ini success One single bar with a nodal force at one end and clamped at the other end SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2R CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/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 SPC1 MAT1 PBAR CORD2R CORD2C FORCE CBAR CORD2S
local/share/mystran-validation/mystran-test-cases/BUSH/test_bush_01.ini success one single bush oriented with a vector loading: one nodal force boundary condition: clamped on one node PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/BUSH/test_bush_02.ini success one single bush oriented with a third node loading: one nodal force boundary condition: clamped on one node PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH MOMENT CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH MOMENT CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH MOMENT CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH MOMENT CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/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 PBUSH SPC1 CBUSH CORD2R CORD2C FORCE CORD2S
local/share/mystran-validation/mystran-test-cases/BUSH/test_bush_53.ini success 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 PBUSH SPC1 CBUSH CORD2C FORCE CORD2S
.ini

Test-case .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_01.ini

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

Assets

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_01.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_01.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_01.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_02.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_02.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_02.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_03.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_03.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_03.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_04.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_04.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_04.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_05.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_05.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_05.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_06.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_06.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_06.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_11.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_11.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_11.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_12.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_12.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_12.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_13.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_13.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_13.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_14.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_14.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_14.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_15.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_15.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_15.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_16.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_16.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_16.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_17.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_17.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BAR.test_bar_17.ini::Forces

"check forces in CBAR" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_01.ini

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

Assets

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_01.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_01.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_01.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_02.ini

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

Assets

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_02.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_02.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_02.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_03.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_03.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_03.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_04.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_04.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_04.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_05.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_05.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_05.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_06.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_06.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_06.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_07.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_07.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_07.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_08.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_08.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_08.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_09.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_09.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_09.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_10.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_10.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_10.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_11.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_11.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_11.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_12.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_12.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_12.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_13.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_13.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_13.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_14.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_14.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_14.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_15.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_15.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_15.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_16.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_16.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_16.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_51.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_51.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_51.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_52.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_52.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_52.ini::Forces

"check forces in CBUSH" with the following tolerances:

SUCCESS

Test-case .local.share.mystran-validation.mystran-test-cases.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

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_53.ini::Displacements

check all displacements with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_53.ini::Reactions

check all reactions with the following tolerances:

SUCCESS

Test .local.share.mystran-validation.mystran-test-cases.BUSH.test_bush_53.ini::Forces

with the following tolerances:

SUCCESS

Test-case pytest

Assets