feat(beam-reference-qualification): correlate Abaqus beam results
This commit is contained in:
KOKO\Mimi
@@ -1,12 +1,12 @@
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Node Label, U-U1, U-U2, U-U3, UR-UR1, UR-UR2, UR-UR3
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1,0,0,-1.00E-32,0,1.00E-31,0
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2,0,0,-2.87E-06,0,5.43E-06,0
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3,0,0,-1.09E-05,0,1.03E-05,0
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4,0,0,-2.35E-05,0,1.46E-05,0
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5,0,0,-4.00E-05,0,1.83E-05,0
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6,0,0,-6.01E-05,0,2.14E-05,0
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7,0,0,-8.29E-05,0,2.40E-05,0
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8,0,0,-1.08E-04,0,2.60E-05,0
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9,0,0,-1.35E-04,0,2.74E-05,0
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10,0,0,-1.63E-04,0,2.83E-05,0
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11,0,0,-1.92E-04,0,2.86E-05,0
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Part Instance Name, Node Label, U-U1, U-U2, U-U3, UR-UR1, UR-UR2, UR-UR3
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PART-1_1-1,1,0.000000E+00,0.000000E+00,-1.000000E-30,0.000000E+00,1.000000E-29,0.000000E+00
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PART-1_1-1,2,0.000000E+00,0.000000E+00,-2.900000E-04,0.000000E+00,5.428570E-04,0.000000E+00
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PART-1_1-1,3,0.000000E+00,0.000000E+00,-1.094290E-03,0.000000E+00,1.028570E-03,0.000000E+00
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PART-1_1-1,4,0.000000E+00,0.000000E+00,-2.355720E-03,0.000000E+00,1.457140E-03,0.000000E+00
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PART-1_1-1,5,0.000000E+00,0.000000E+00,-4.017140E-03,0.000000E+00,1.828570E-03,0.000000E+00
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PART-1_1-1,6,0.000000E+00,0.000000E+00,-6.021430E-03,0.000000E+00,2.142860E-03,0.000000E+00
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PART-1_1-1,7,0.000000E+00,0.000000E+00,-8.311430E-03,0.000000E+00,2.400000E-03,0.000000E+00
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PART-1_1-1,8,0.000000E+00,0.000000E+00,-1.083000E-02,0.000000E+00,2.600000E-03,0.000000E+00
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PART-1_1-1,9,0.000000E+00,0.000000E+00,-1.352000E-02,0.000000E+00,2.742860E-03,0.000000E+00
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PART-1_1-1,10,0.000000E+00,0.000000E+00,-1.632430E-02,0.000000E+00,2.828570E-03,0.000000E+00
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PART-1_1-1,11,0.000000E+00,0.000000E+00,-1.918570E-02,0.000000E+00,2.857140E-03,0.000000E+00
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@@ -0,0 +1,21 @@
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Part Instance Name, Element Label, Node Label, SF-SF1, SF-SF2, SF-SF3, SM-SM1, SM-SM2, SM-SM3,,,,,
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PART-1_1-1,1,1,0.000000E+00,-1.000000E+06,0.000000E+00,9.500000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,1,2,0.000000E+00,-1.000000E+06,0.000000E+00,9.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,2,2,0.000000E+00,-1.000000E+06,0.000000E+00,9.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,2,3,0.000000E+00,-1.000000E+06,0.000000E+00,8.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,3,3,0.000000E+00,-1.000000E+06,0.000000E+00,8.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,3,4,0.000000E+00,-1.000000E+06,0.000000E+00,7.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,4,4,0.000000E+00,-1.000000E+06,0.000000E+00,7.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,4,5,0.000000E+00,-1.000000E+06,0.000000E+00,6.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,5,5,0.000000E+00,-1.000000E+06,0.000000E+00,6.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,5,6,0.000000E+00,-1.000000E+06,0.000000E+00,5.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,6,6,0.000000E+00,-1.000000E+06,0.000000E+00,5.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,6,7,0.000000E+00,-1.000000E+06,0.000000E+00,4.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,7,7,0.000000E+00,-1.000000E+06,0.000000E+00,4.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,7,8,0.000000E+00,-1.000000E+06,0.000000E+00,3.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,8,8,0.000000E+00,-1.000000E+06,0.000000E+00,3.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,8,9,0.000000E+00,-1.000000E+06,0.000000E+00,2.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,9,9,0.000000E+00,-1.000000E+06,0.000000E+00,2.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,9,10,0.000000E+00,-1.000000E+06,0.000000E+00,1.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,10,10,0.000000E+00,-1.000000E+06,0.000000E+00,1.000000E+06,0.000000E+00,0.000000E+00,,,,,
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PART-1_1-1,10,11,0.000000E+00,-1.000000E+06,0.000000E+00,5.000000E+05,0.000000E+00,0.000000E+00,,,,,
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+5
-46
@@ -1,10 +1,8 @@
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*Heading
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** Job name: Job-1 Model name: Model-1
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** Generated by: Abaqus/CAE Learning Edition 2024
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** FESA projection of the Abaqus 2024 cantilever reference model.
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** Geometry, material, section, boundary conditions, and load are unchanged.
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** SCF is set to zero because FESA does not use Abaqus slenderness compensation.
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*Preprint, echo=NO, model=NO, history=NO, contact=NO
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**
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** PARTS
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**
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*Part, name=PART-1_1
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*Node
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1, 0., 0., 0.
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@@ -31,37 +29,23 @@
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10, 10, 11
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*Elset, elset=Set-1, generate
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1, 10, 1
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*Elset, elset=Set-2, generate
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1, 10, 1
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** Section: Section-1 Profile: Profile-1
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*Beam General Section, elset=Set-1, material=Material-1, section=GENERAL
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1., 0.0833333, 0., 0.0833333, 0.140833
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0.,1.,0.
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*Transverse Shear Stiffness
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6.73077e+10, 6.73077e+10, 0.
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*End Part
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**
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**
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** ASSEMBLY
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**
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*Assembly, name=Assembly
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**
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*Instance, name=PART-1_1-1, part=PART-1_1
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*End Instance
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**
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*Nset, nset=Set-3, instance=PART-1_1-1
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1,
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*Nset, nset=Set-4, instance=PART-1_1-1
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11,
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*End Assembly
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**
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** MATERIALS
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**
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*Material, name=Material-1
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*Elastic
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2.1e+11, 0.3
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**
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** BOUNDARY CONDITIONS
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**
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** Name: BC-1 Type: Displacement/Rotation
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*Boundary
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Set-3, 1, 1
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Set-3, 2, 2
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@@ -69,34 +53,9 @@ Set-3, 3, 3
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Set-3, 4, 4
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Set-3, 5, 5
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Set-3, 6, 6
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** ----------------------------------------------------------------
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**
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** STEP: Step-1
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**
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*Step, name=Step-1, nlgeom=NO
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*Static
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1., 1., 1e-05, 1.
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**
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** LOADS
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**
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** Name: Load-1 Type: Concentrated force
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*Cload
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Set-4, 3, -1e+06
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**
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** OUTPUT REQUESTS
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**
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*Restart, write, frequency=0
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**
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** FIELD OUTPUT: F-Output-1
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**
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*Output, field
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*Node Output
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CF, RF, TF, U
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*Element Output, directions=YES
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LE, NFORC, NFORCSO, PE, PEEQ, PEMAG, S, SF
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*Contact Output, variable=PRESELECT
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**
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** HISTORY OUTPUT: H-Output-1
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**
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*Output, history, variable=PRESELECT
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*End Step
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@@ -1,12 +1,12 @@
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Node Label, RF-RF1, RF-RF2, RF-RF3, RM-RM1, RM-RM2, RM-RM3
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1,0,0,1.00E+04,0,-1.00E+05,0
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2,0,0,0,0,0,0
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3,0,0,0,0,0,0
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4,0,0,0,0,0,0
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5,0,0,0,0,0,0
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6,0,0,0,0,0,0
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7,0,0,0,0,0,0
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8,0,0,0,0,0,0
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9,0,0,0,0,0,0
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10,0,0,0,0,0,0
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11,0,0,0,0,0,0
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Part Instance Name, Node Label, RF-RF1, RF-RF2, RF-RF3, RM-RM1, RM-RM2, RM-RM3
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PART-1_1-1,1,0.000000E+00,0.000000E+00,1.000000E+06,0.000000E+00,-1.000000E+07,0.000000E+00
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PART-1_1-1,2,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,3,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,4,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,5,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,6,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,7,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,8,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,9,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,10,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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PART-1_1-1,11,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00,0.000000E+00
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@@ -5,7 +5,7 @@
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**
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** PARTS
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**
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*Part, name=Part-1
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*Part, name=PART-1_1
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*Node
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1, 0., 0., 0.
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2, 1., 0., 0.
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@@ -29,18 +29,16 @@
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8, 8, 9
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9, 9, 10
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10, 10, 11
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*Nset, nset=Set-1, generate
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1, 11, 1
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*Elset, elset=Set-1, generate
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1, 10, 1
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*Nset, nset=Set-2, generate
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1, 11, 1
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*Elset, elset=Set-2, generate
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1, 10, 1
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** Section: Section-1 Profile: Profile-1
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*Beam General Section, elset=Set-1, material=Material-1, section=GENERAL
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1., 0.0833333, 0., 0.0833333, 0.140833
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0.,1.,0.
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*Transverse Shear Stiffness
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6.73077e+10, 6.73077e+10, 0.25
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*End Part
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**
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**
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@@ -48,13 +46,13 @@
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**
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*Assembly, name=Assembly
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**
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*Instance, name=Part-1-1, part=Part-1
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*Instance, name=PART-1_1-1, part=PART-1_1
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*End Instance
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**
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*Nset, nset=Set-1, instance=Part-1-1
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11,
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*Nset, nset=Set-2, instance=Part-1-1
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*Nset, nset=Set-3, instance=PART-1_1-1
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1,
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*Nset, nset=Set-4, instance=PART-1_1-1
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11,
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*End Assembly
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**
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** MATERIALS
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@@ -62,6 +60,17 @@
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*Material, name=Material-1
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*Elastic
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2.1e+11, 0.3
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**
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** BOUNDARY CONDITIONS
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**
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** Name: BC-1 Type: Displacement/Rotation
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*Boundary
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Set-3, 1, 1
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Set-3, 2, 2
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Set-3, 3, 3
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Set-3, 4, 4
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Set-3, 5, 5
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Set-3, 6, 6
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** ----------------------------------------------------------------
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**
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** STEP: Step-1
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@@ -70,22 +79,11 @@
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*Static
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1., 1., 1e-05, 1.
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**
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** BOUNDARY CONDITIONS
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**
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** Name: BC-1 Type: Displacement/Rotation
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*Boundary
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Set-2, 1, 1
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Set-2, 2, 2
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Set-2, 3, 3
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Set-2, 4, 4
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Set-2, 5, 5
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Set-2, 6, 6
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**
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** LOADS
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**
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** Name: Load-1 Type: Concentrated force
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*Cload
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Set-1, 3, -10000.
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Set-4, 3, -1e+06
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**
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** OUTPUT REQUESTS
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**
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@@ -93,7 +91,12 @@ Set-1, 3, -10000.
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**
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** FIELD OUTPUT: F-Output-1
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**
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*Output, field, variable=PRESELECT
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*Output, field
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*Node Output
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CF, RF, TF, U
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*Element Output, directions=YES
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LE, NFORC, NFORCSO, PE, PEEQ, PEMAG, S, SF
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*Contact Output, variable=PRESELECT
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**
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** HISTORY OUTPUT: H-Output-1
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**
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