*HEADING TWO LAYER COMPOSITE PLATE +/- 45 DEG ORIENTATION [SC6R] *SYSTEM 1.,2.,5. , 2.,3.,5. 0.,3.,6. *NODE, NSET=BOTTOM 1, 0., 0., -0.1 33,10., 0., -0.1 1601, 0.,10., -0.1 1633,10.,10., -0.1 *NODE, NSET=TOP 900000001, 0., 0., 0.1 900000033, 10., 0., 0.1 900001601, 0., 10., 0.1 900001633, 10., 10., 0.1 *NSET,NSET=MID,GENERATE 801, 817, 900000801, 900000817 *NGEN,NSET=LEFT 1,33 900000001, 900000033 *NGEN, NSET=RIGHT 1601, 1633 900001601, 900001633 *NFILL,NSET=ALL LEFT, RIGHT, 32, 50 *TRANSFORM,TYPE=R,NSET=ALL 1.,1.,0., -1.,1.,1. *NSET,NSET=YPARBOT,GENERATE 1,1601,100 33,1633,100 *NSET,NSET=YPARTOP,GENERATE 900000001, 900001601, 100 900000033, 900001633, 100 *NSET,NSET=XPARBOT,GENERATE 1,33,2 1601,1633,2 *NSET,NSET=XPARTOP,GENERATE 900000001, 900000033,2 900001601, 900001633,2 *ELEMENT,TYPE=SC6R 1, 1, 103, 101, 900000001, 900000103, 900000101 2, 1, 3, 103, 900000001, 900000003, 900000103 3, 3, 5, 103, 900000003, 900000005, 900000103 4, 5, 105, 103, 900000005, 900000105, 900000103 101, 101, 103, 201, 900000101, 900000103, 900000201 102, 103, 203, 201, 900000103, 900000203, 900000201 103, 103, 205, 203, 900000103, 900000205, 900000203 104, 103, 105, 205, 900000103, 900000105, 900000205 *ELGEN,ELSET=PLATE 1,8,4,4,8,200,200 2,8,4,4,8,200,200 3,8,4,4,8,200,200 4,8,4,4,8,200,200 101,8,4,4,8,200,200 102,8,4,4,8,200,200 103,8,4,4,8,200,200 104,8,4,4,8,200,200 *ELSET,ELSET=PR,GENERATE 613,620 713,720 813,820 913,920 *SHELL SECTION,ELSET=PLATE,COMPOSITE,THICKNESS MODULUS=1.E6,POISSON=0.0 .1,3,LAMINA,LAYER1 .1,3,LAMINA,LAYER2 *TRANSVERSE SHEAR STIFFNESS 5.0E7,5.0E7 *MATERIAL,NAME=LAMINA *ELASTIC,TYPE=LAMINA 40.E6,1.E6,.25,.5E6,.5E6,.5E6 *FAIL STRESS 60.E4,-24.E4,1.E4,-3.E4,2.0E4,0. *ORIENTATION,NAME=LAYER1,SYSTEM=RECTANGULAR 1.,1.,0.,-1.,1.,1. 3,-45. *ORIENTATION,NAME=LAYER2,SYSTEM=RECTANGULAR 1.,1.,0.,-1.,1.,1. 3,45. *EQUATION 2, xpartop, 2, 1.0, xparbot, 2, 1.0 2, ypartop, 1, 1.0, yparbot, 1, 1.0 *STEP *STATIC *BOUNDARY XPARTOP, 3, 3 XPARBOT, 3, 3 YPARTOP, 3, 3 YPARBOT, 3, 3 *DLOAD PLATE, P2, -100. *EL PRINT,POSITION=AVERAGED AT NODES,ELSET=PR SF, *OUTPUT, FIELD *ELEMENT OUTPUT,ELSET=PR SF, MSTRS, TSAIH, TSAIW, AZZIT, MSTRN *NODE OUTPUT U, *NODE PRINT, NSET=MID U, *EL PRINT,ELSET=PR,POSITION=AVERAGED AT NODES 1,2,3,4,5,6 S,MSTRS,TSAIH *END STEP