*HEADING : Submodel from pgc38sfm [C3D8] *RESTART,WRITE,OVERLAY *NODE,NSET=NALL 1, 5., 0. 2, 5.5, 0. 3, 6., 0. 4, 6.5, 0. 5, 7., 0. 6, 7.5, 0. 7, 8., 0. 8, 5., 0.375 9, 5.5, 0.375 10, 6., 0.375 11, 6.5, 0.375 12, 7., 0.375 13, 7.5, 0.375 14, 8., 0.375 15, 5., 0.75 16, 5.5, 0.75 17, 6., 0.75 18, 6.5, 0.75 19, 7., 0.75 20, 7.5, 0.75 21, 8., 0.75 22, 5., 1.125 23, 5.5, 1.125 24, 6., 1.125 25, 6.5, 1.125 26, 7., 1.125 27, 7.5, 1.125 28, 8., 1.125 29, 5., 1.5 30, 5.5, 1.5 31, 6., 1.5 32, 6.5, 1.5 33, 7., 1.5 34, 7.5, 1.5 35, 8., 1.5 36, 5., 0., 0.333333 37, 5.5, 0., 0.333333 38, 6., 0., 0.333333 39, 6.5, 0., 0.333333 40, 7., 0., 0.333333 41, 7.5, 0., 0.333333 42, 8., 0., 0.333333 43, 5., 0.375, 0.333333 44, 5.5, 0.375, 0.333333 45, 6., 0.375, 0.333333 46, 6.5, 0.375, 0.333333 47, 7., 0.375, 0.333333 48, 7.5, 0.375, 0.333333 49, 8., 0.375, 0.333333 50, 5., 0.75, 0.333333 51, 5.5, 0.75, 0.333333 52, 6., 0.75, 0.333333 53, 6.5, 0.75, 0.333333 54, 7., 0.75, 0.333333 55, 7.5, 0.75, 0.333333 56, 8., 0.75, 0.333333 57, 5., 1.125, 0.333333 58, 5.5, 1.125, 0.333333 59, 6., 1.125, 0.333333 60, 6.5, 1.125, 0.333333 61, 7., 1.125, 0.333333 62, 7.5, 1.125, 0.333333 63, 8., 1.125, 0.333333 64, 5., 1.5, 0.333333 65, 5.5, 1.5, 0.333333 66, 6., 1.5, 0.333333 67, 6.5, 1.5, 0.333333 68, 7., 1.5, 0.333333 69, 7.5, 1.5, 0.333333 70, 8., 1.5, 0.333333 71, 5., 0., 0.666667 72, 5.5, 0., 0.666667 73, 6., 0., 0.666667 74, 6.5, 0., 0.666667 75, 7., 0., 0.666667 76, 7.5, 0., 0.666667 77, 8., 0., 0.666667 78, 5., 0.375, 0.666667 79, 5.5, 0.375, 0.666667 80, 6., 0.375, 0.666667 81, 6.5, 0.375, 0.666667 82, 7., 0.375, 0.666667 83, 7.5, 0.375, 0.666667 84, 8., 0.375, 0.666667 85, 5., 0.75, 0.666667 86, 5.5, 0.75, 0.666667 87, 6., 0.75, 0.666667 88, 6.5, 0.75, 0.666667 89, 7., 0.75, 0.666667 90, 7.5, 0.75, 0.666667 91, 8., 0.75, 0.666667 92, 5., 1.125, 0.666667 93, 5.5, 1.125, 0.666667 94, 6., 1.125, 0.666667 95, 6.5, 1.125, 0.666667 96, 7., 1.125, 0.666667 97, 7.5, 1.125, 0.666667 98, 8., 1.125, 0.666667 99, 5., 1.5, 0.666667 100, 5.5, 1.5, 0.666667 101, 6., 1.5, 0.666667 102, 6.5, 1.5, 0.666667 103, 7., 1.5, 0.666667 104, 7.5, 1.5, 0.666667 105, 8., 1.5, 0.666667 106, 5., 0., 1. 107, 5.5, 0., 1. 108, 6., 0., 1. 109, 6.5, 0., 1. 110, 7., 0., 1. 111, 7.5, 0., 1. 112, 8., 0., 1. 113, 5., 0.375, 1. 114, 5.5, 0.375, 1. 115, 6., 0.375, 1. 116, 6.5, 0.375, 1. 117, 7., 0.375, 1. 118, 7.5, 0.375, 1. 119, 8., 0.375, 1. 120, 5., 0.75, 1. 121, 5.5, 0.75, 1. 122, 6., 0.75, 1. 123, 6.5, 0.75, 1. 124, 7., 0.75, 1. 125, 7.5, 0.75, 1. 126, 8., 0.75, 1. 127, 5., 1.125, 1. 128, 5.5, 1.125, 1. 129, 6., 1.125, 1. 130, 6.5, 1.125, 1. 131, 7., 1.125, 1. 132, 7.5, 1.125, 1. 133, 8., 1.125, 1. 134, 5., 1.5, 1. 135, 5.5, 1.5, 1. 136, 6., 1.5, 1. 137, 6.5, 1.5, 1. 138, 7., 1.5, 1. 139, 7.5, 1.5, 1. 140, 8., 1.5, 1. *NSET,NSET=NLOADED 7,14,21,28,35, 42,49,56,63,70, 77,84,91,98,105, 112,119,126,133,140 *NSET,NSET=NL 1,8,15,22,29, 36,43,50,57,64, 71,78,85,92,99, 106,113,120,127,134 *SUBMODEL NALL, *SUBMODEL,TYPE=SURFACE LOAD, *ELEMENT,TYPE=C3D8,ELSET=EALL ** Uncomment the elements below to use element based model ** 1, 1, 2, 9, 8, 36, 37, 44, ** 43, ** 2, 2, 3, 10, 9, 37, 38, 45, ** 44, ** 3, 3, 4, 11, 10, 38, 39, 46, ** 45, ** 4, 4, 5, 12, 11, 39, 40, 47, ** 46, ** 5, 5, 6, 13, 12, 40, 41, 48, ** 47, 6, 6, 7, 14, 13, 41, 42, 49, 48, ** 7, 8, 9, 16, 15, 43, 44, 51, ** 50, ** 8, 9, 10, 17, 16, 44, 45, 52, ** 51, ** 9, 10, 11, 18, 17, 45, 46, 53, ** 52, ** 10, 11, 12, 19, 18, 46, 47, 54, ** 53, ** 11, 12, 13, 20, 19, 47, 48, 55, ** 54, 12, 13, 14, 21, 20, 48, 49, 56, 55, ** 13, 15, 16, 23, 22, 50, 51, 58, ** 57, 14, 16, 17, 24, 23, 51, 52, 59, 58, ** 15, 17, 18, 25, 24, 52, 53, 60, ** 59, ** 16, 18, 19, 26, 25, 53, 54, 61, ** 60, ** 17, 19, 20, 27, 26, 54, 55, 62, ** 61, 18, 20, 21, 28, 27, 55, 56, 63, 62, ** 19, 22, 23, 30, 29, 57, 58, 65, ** 64, ** 20, 23, 24, 31, 30, 58, 59, 66, ** 65, ** 21, 24, 25, 32, 31, 59, 60, 67, ** 66, ** 22, 25, 26, 33, 32, 60, 61, 68, ** 67, ** 23, 26, 27, 34, 33, 61, 62, 69, ** 68, 24, 27, 28, 35, 34, 62, 63, 70, 69, ** 25, 36, 37, 44, 43, 71, 72, 79, ** 78, ** 26, 37, 38, 45, 44, 72, 73, 80, ** 79, ** 27, 38, 39, 46, 45, 73, 74, 81, ** 80, ** 28, 39, 40, 47, 46, 74, 75, 82, ** 81, ** 29, 40, 41, 48, 47, 75, 76, 83, ** 82, 30, 41, 42, 49, 48, 76, 77, 84, 83, ** 31, 43, 44, 51, 50, 78, 79, 86, ** 85, ** 32, 44, 45, 52, 51, 79, 80, 87, ** 86, ** 33, 45, 46, 53, 52, 80, 81, 88, ** 87, ** 34, 46, 47, 54, 53, 81, 82, 89, ** 88, ** 35, 47, 48, 55, 54, 82, 83, 90, ** 89, 36, 48, 49, 56, 55, 83, 84, 91, 90, ** 37, 50, 51, 58, 57, 85, 86, 93, ** 92, ** 38, 51, 52, 59, 58, 86, 87, 94, ** 93, ** 39, 52, 53, 60, 59, 87, 88, 95, ** 94, ** 40, 53, 54, 61, 60, 88, 89, 96, ** 95, ** 41, 54, 55, 62, 61, 89, 90, 97, ** 96, 42, 55, 56, 63, 62, 90, 91, 98, 97, ** 43, 57, 58, 65, 64, 92, 93, 100, ** 99, ** 44, 58, 59, 66, 65, 93, 94, 101, **100, ** 45, 59, 60, 67, 66, 94, 95, 102, **101, ** 46, 60, 61, 68, 67, 95, 96, 103, **102, ** 47, 61, 62, 69, 68, 96, 97, 104, **103, 48, 62, 63, 70, 69, 97, 98, 105, 104, ** 49, 71, 72, 79, 78, 106, 107, 114, **113, ** 50, 72, 73, 80, 79, 107, 108, 115, **114, ** 51, 73, 74, 81, 80, 108, 109, 116, **115, ** 52, 74, 75, 82, 81, 109, 110, 117, **116, ** 53, 75, 76, 83, 82, 110, 111, 118, **117, 54, 76, 77, 84, 83, 111, 112, 119, 118, ** 55, 78, 79, 86, 85, 113, 114, 121, **120, ** 56, 79, 80, 87, 86, 114, 115, 122, **121, ** 57, 80, 81, 88, 87, 115, 116, 123, **122, ** 58, 81, 82, 89, 88, 116, 117, 124, **123, ** 59, 82, 83, 90, 89, 117, 118, 125, **124, 60, 83, 84, 91, 90, 118, 119, 126, 125, ** 61, 85, 86, 93, 92, 120, 121, 128, **127, ** 62, 86, 87, 94, 93, 121, 122, 129, **128, ** 63, 87, 88, 95, 94, 122, 123, 130, **129, ** 64, 88, 89, 96, 95, 123, 124, 131, **130, ** 65, 89, 90, 97, 96, 124, 125, 132, **131, 66, 90, 91, 98, 97, 125, 126, 133, 132, ** 67, 92, 93, 100, 99, 127, 128, 135, **134, ** 68, 93, 94, 101, 100, 128, 129, 136, **135, ** 69, 94, 95, 102, 101, 129, 130, 137, **136, ** 70, 95, 96, 103, 102, 130, 131, 138, **137, ** 71, 96, 97, 104, 103, 131, 132, 139, **138, 72, 97, 98, 105, 104, 132, 133, 140, 139, *ELSET,ELSET=LOAD 6,12,18,24,30,36,42, 48,54,60,66,72, *SURFACE,NAME=LOAD LOAD,S4 *ELSET,ELSET=EF 14, *SOLID SECTION,ELSET=EALL,MATERIAL=MAT1 *MATERIAL,NAME=MAT1 *ELASTIC 30.E6,0.3 ** Matrix representing stiffness for above commented elements ** Comment out *MATRIX INPUT and *MATRIX ASSEMBLE and uncomment above ** elements to use element based model *MATRIX INPUT,NAME=MATRIX1,INPUT=psc38sf1_stiff.inp *MATRIX ASSEMBLE,STIFFNESS=MATRIX1 *FILE FORMAT,ZERO INCREMENT *STEP,PERTURBATION *STATIC *BOUNDARY,SUBMODEL,STEP=2,INC=2 NL,1,3 *DSLOAD,SUBMODEL,STEP=2,INC=2 LOAD, *EL FILE,ELSET=LOAD,FREQ=999 S,E, *NODE FILE,FREQ=999 U, *EL PRINT,ELSET=EF,FREQ=999 S, E, *NODE PRINT,FREQ=999 U,COORD *END STEP *STEP,INC=20 *STATIC 0.025,1. *BOUNDARY,SUBMODEL,STEP=2 NALL,1,3 *DSLOAD,SUBMODEL,STEP=2 LOAD, *NODE FILE U, *END STEP