*Heading ** Test error measures for perturbation steps and load cases *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *Node 1, 10., 25. 2, 10., 20.6412029 3, 10., 16.2837582 4, 10., 11.9075203 5, 10., 7.5 6, 10., 3.10056782 7, 10., -1.28192747 8, 10., -5.64904547 9, 10., -10. 10, 6., 25. 11, 6., 20.6746235 12, 6., 16.3278122 13, 6., 11.927269 14, 6., 7.48581886 15, 6., 3.06285477 16, 6., -1.3176018 17, 6., -5.66719818 18, 6., -10. 19, 2., 25. 20, 2., 20.71488 21, 2., 16.3809814 22, 2., 11.9525719 23, 1.95000005, 7.46807957 24, 1.96249998, 3.0174613 25, 1.98124993, -1.36248791 26, 1.9921875, -5.69174767 27, 2., -10. 28, -2., 25. 29, -2., 20.7562752 30, -2., 16.4354305 31, -2.0999999, 11.9958534 32, -2.31499982, 7.46692991 33, -2.17703104, 2.95984793 34, -2.07761717, -1.42048836 35, -2.03039694, -5.72426128 36, -2.0041666, -10. 37, -6., 25. 38, -6., 20.7977657 39, -6.05000019, 16.5210686 40, -6.31500006, 12.1477671 41, -7.13762522, 7.49258661 42, -6.40378094, 2.81517458 43, -6.14932394, -1.52919865 44, -6.05573654, -5.77783585 45, -6.01205301, -10. 46, -10., 25. 47, -10., 20.8544121 48, -10.0375004, 16.6980686 49, -10.1856251, 12.6481609 50, -10.457531, 8.89155579 51, -10.4843349, 6.14647007 52, -10.2668333, 2.33054066 53, -10.1241932, -1.73420119 54, -10.0539131, -5.86001015 55, -10.0144081, -10. 56, -14., 25. 57, -14., 20.9102707 58, -14.0187502, 16.8518791 59, -14.0840635, 12.9483585 60, -14.18118, 9.2672863 61, -14.2031164, 5.81040907 62, -14.1400089, 2.04929256 63, -14.0775433, -1.90153098 64, -14.0388479, -5.93689203 65, -14.0119066, -10. 66, -18., 25. 67, -18., 20.9626999 68, -18.0078125, 16.9700909 69, -18.0337505, 13.1141214 70, -18.0697784, 9.38752365 71, -18.0828705, 5.70133829 72, -18.0659103, 1.8966291 73, -18.0416431, -2.01841617 74, -18.0236187, -5.99746704 75, -18.0079784, -10. 76, -22., 25. 77, -22., 21.0129414 78, -22.0029297, 17.0669861 79, -22.012598, 13.2185669 80, -22.0260468, 9.43007565 81, -22.0327377, 5.64225006 82, -22.0289001, 1.79905558 83, -22.0202522, -2.10312843 84, -22.0127869, -6.04416561 85, -22.0046616, -10. 86, -26., 25. 87, -26., 21.054863 88, -26.0010262, 17.1425381 89, -26.0043736, 13.2795105 90, -26.0090866, 9.44291496 91, -26.0119247, 5.60234737 92, -26.011322, 1.73557925 93, -26.0085487, -2.16018319 94, -26.0059395, -6.0759449 95, -26.0024261, -10. 96, -30., 25. 97, -30., 21.0818787 98, -30., 17.183136 99, -30., 13.3136587 100, -30., 9.45358467 101, -30., 5.58414602 102, -30., 1.69950545 103, -30., -2.19711804 104, -30., -6.09942961 105, -30., -10. *Element, type=CPS4 1, 10, 11, 2, 1 2, 11, 12, 3, 2 3, 12, 13, 4, 3 4, 13, 14, 5, 4 5, 14, 15, 6, 5 6, 15, 16, 7, 6 7, 16, 17, 8, 7 8, 17, 18, 9, 8 9, 19, 20, 11, 10 10, 20, 21, 12, 11 11, 21, 22, 13, 12 12, 22, 23, 14, 13 13, 23, 24, 15, 14 14, 24, 25, 16, 15 15, 25, 26, 17, 16 16, 26, 27, 18, 17 17, 28, 29, 20, 19 18, 29, 30, 21, 20 19, 30, 31, 22, 21 20, 31, 32, 23, 22 21, 32, 33, 24, 23 22, 33, 34, 25, 24 23, 34, 35, 26, 25 24, 35, 36, 27, 26 25, 37, 38, 29, 28 26, 38, 39, 30, 29 27, 39, 40, 31, 30 28, 40, 41, 32, 31 29, 41, 42, 33, 32 30, 42, 43, 34, 33 31, 43, 44, 35, 34 32, 44, 45, 36, 35 33, 46, 47, 38, 37 34, 47, 48, 39, 38 35, 48, 49, 40, 39 36, 49, 50, 41, 40 37, 51, 52, 42, 41 38, 52, 53, 43, 42 39, 53, 54, 44, 43 40, 54, 55, 45, 44 41, 56, 57, 47, 46 42, 57, 58, 48, 47 43, 58, 59, 49, 48 44, 59, 60, 50, 49 45, 60, 61, 51, 50 46, 61, 62, 52, 51 47, 62, 63, 53, 52 48, 63, 64, 54, 53 49, 64, 65, 55, 54 50, 66, 67, 57, 56 51, 67, 68, 58, 57 52, 68, 69, 59, 58 53, 69, 70, 60, 59 54, 70, 71, 61, 60 55, 71, 72, 62, 61 56, 72, 73, 63, 62 57, 73, 74, 64, 63 58, 74, 75, 65, 64 59, 76, 77, 67, 66 60, 77, 78, 68, 67 61, 78, 79, 69, 68 62, 79, 80, 70, 69 63, 80, 81, 71, 70 64, 81, 82, 72, 71 65, 82, 83, 73, 72 66, 83, 84, 74, 73 67, 84, 85, 75, 74 68, 86, 87, 77, 76 69, 87, 88, 78, 77 70, 88, 89, 79, 78 71, 89, 90, 80, 79 72, 90, 91, 81, 80 73, 91, 92, 82, 81 74, 92, 93, 83, 82 75, 93, 94, 84, 83 76, 94, 95, 85, 84 77, 96, 97, 87, 86 78, 97, 98, 88, 87 79, 98, 99, 89, 88 80, 99, 100, 90, 89 81, 100, 101, 91, 90 82, 101, 102, 92, 91 83, 102, 103, 93, 92 84, 103, 104, 94, 93 85, 104, 105, 95, 94 *Element, type=CPS3 86, 50, 51, 41 *Nset, nset=_PickedSet4, internal, generate 1, 105, 1 *Elset, elset=_PickedSet4, internal, generate 1, 86, 1 ** Region: (Section-1:Picked) *Elset, elset=_PickedSet4, internal, generate 1, 86, 1 ** Section: Section-1 *Solid Section, elset=_PickedSet4, material=Material-1 1., *End Part ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 *End Instance ** *Nset, nset=_PickedSet4, internal, instance=Part-1-1 9, 18, 27, 36, 45, 55, 65, 75, 85, 95, 96, 97, 98, 99, 100, 101 102, 103, 104, 105 *Elset, elset=_PickedSet4, internal, instance=Part-1-1 8, 16, 24, 32, 40, 49, 58, 67, 76, 77, 78, 79, 80, 81, 82, 83 84, 85 *Nset, nset=_PickedSet5, internal, instance=Part-1-1 46, *Nset, nset=_PickedSet6, internal, instance=Part-1-1 5, *Nset, nset=_PickedSet7, internal, instance=Part-1-1 46, *Nset, nset=_PickedSet8, internal, instance=Part-1-1 5, *End Assembly ** ** MATERIALS ** *Material, name=Material-1 *Elastic 1000., 0.3 *Plastic 10.,0. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary _PickedSet4, 1, 1 _PickedSet4, 2, 2 ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=YES *Static 0.1, 1., 1e-05, 1. ** ** LOADS ** ** Name: Load-1 Type: Concentrated force *Cload _PickedSet5, 2, -70. ** Name: Load-2 Type: Concentrated force *Cload _PickedSet6, 1, -70. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field *Node Output CF, RF, U *Element Output, directions=YES ENDENERI, ENDEN, EVOL, LE, MISESERI, MISESAVG, PE, PEEQ, PEEQERI, PEEQAVG, PEERI, PEMAG, PEAVG, S *Contact Output CDISP, CSTRESS ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2, perturbation *Static ** ** OUTPUT REQUESTS ** ** ** FIELD OUTPUT: F-Output-2 ** *Output, field *Node Output CF, RF, U *Element Output, directions=YES ENDENERI, ENDEN, LE, MISESERI, MISESAVG, S *Output, history, frequency=0 ** ** LOAD CASES ** *Load Case, name=LoadCase-1 ** Name: BC-1 Type: Displacement/Rotation Scale factor: 1 *Boundary, op=NEW _PickedSet4, 1, 1 _PickedSet4, 2, 2 ** Name: P1 Type: Concentrated force Scale factor: 1 *Cload _PickedSet7, 2, -10. *End Load Case *Load Case, name=LoadCase-2 ** Name: BC-1 Type: Displacement/Rotation Scale factor: 1 *Boundary, op=NEW _PickedSet4, 1, 1 _PickedSet4, 2, 2 ** Name: P2 Type: Concentrated force Scale factor: 1 *Cload _PickedSet8, 1, -10. *End Load Case *End Step