*Heading CPS3 elements elastic materials static procedure ** *Node 1, 30., 0. 2, 30., 20. 3, 10., 20. 4, 10., 0. 5, 50., 0. 6, 50., 20. 7, 30., 4. 8, 30., 8. 9, 30., 12. 10, 30., 16. 11, 26., 20. 12, 22., 20. 13, 18., 20. 14, 14., 20. 15, 10., 16. 16, 10., 12. 17, 10., 8. 18, 10., 4. 19, 14., 0. 20, 18., 0. 21, 22., 0. 22, 26., 0. 23, 34., 0. 24, 38., 0. 25, 42., 0. 26, 46., 0. 27, 50., 4. 28, 50., 8. 29, 50., 12. 30, 50., 16. 31, 46., 20. 32, 42., 20. 33, 38., 20. 34, 34., 20. 35, 20., 16.5359 36, 26.0432, 14.7753 37, 26.5359, 10. 38, 16., 3.4641 39, 13.4641, 14. 40, 13.4641, 10. 41, 20., 3.4641 42, 26.5359, 6. 43, 23.2788, 16.9474 44, 16., 16.5359 45, 16.9282, 12. 46, 13.2247, 3.95679 47, 22.8437, 12.0321 48, 23.0718, 8. 49, 24., 3.4641 50, 18., 6.9282 51, 13.7859, 6.98976 52, 20.3791, 9.36617 53, 44., 16.5359 54, 40., 3.4641 55, 33.4641, 10. 56, 33.9568, 5.22474 57, 46.5359, 6. 58, 46.5359, 10. 59, 40., 16.5359 60, 33.4641, 14. 61, 36.7212, 3.05256 62, 44., 3.4641 63, 43.0718, 8. 64, 46.7753, 16.0432 65, 36., 16.5359 66, 36.9282, 12. 67, 37.1563, 7.9679 68, 42., 13.0718 69, 46.2141, 13.0102 70, 40.3406, 9.66311 *Nset, nset=top 2, 3, 6, 11, 12, 13, 14, 31, 32, 33, 34 *Nset, nset=bottom 1, 4, 5, 19, 20, 21, 22, 23, 24, 25, 26 *Nset, nset=left 3, 4, 15, 16, 17, 18 *Nset, nset=right 5, 6, 27, 28, 29, 30 *Nset, nset=centerpoint 1, *Nset, nset=centerline 1, 2, 7, 8, 9, 10 *element,type=cps3 1, 35, 12, 13 2, 41, 38, 20 3, 10, 2, 11 4, 43, 11, 12 5, 51, 50, 40 6, 38, 19, 20 7, 43, 36, 11 8, 45, 44, 39 9, 39, 14, 15 10, 14, 3, 15 11, 44, 14, 39 12, 45, 39, 40 13, 46, 19, 38 14, 46, 4, 19 15, 47, 36, 43 16, 42, 8, 37 17, 48, 37, 47 18, 22, 1, 7 19, 40, 39, 16 20, 37, 9, 36 21, 36, 9, 10 22, 36, 10, 11 23, 49, 42, 48 24, 37, 8, 9 25, 51, 38, 50 26, 41, 20, 21 27, 39, 15, 16 28, 40, 16, 17 29, 51, 17, 18 30, 50, 45, 40 31, 49, 22, 42 32, 52, 45, 50 33, 42, 22, 7 34, 42, 7, 8 35, 43, 12, 35 36, 47, 43, 35 37, 44, 35, 13 38, 44, 13, 14 39, 52, 50, 48 40, 45, 35, 44 41, 51, 18, 46 42, 46, 18, 4 43, 47, 37, 36 44, 47, 35, 45 45, 49, 48, 41 46, 48, 42, 37 47, 49, 41, 21 48, 49, 21, 22 49, 50, 38, 41 50, 50, 41, 48 51, 51, 40, 17 52, 51, 46, 38 53, 52, 48, 47 54, 52, 47, 45 *Elset, elset=leftsection, generate 1, 54, 1 *element,type=cps3 55, 53, 31, 32 56, 59, 32, 33 57, 69, 68, 58 58, 56, 55, 8 59, 61, 23, 24 60, 7, 1, 23 61, 61, 56, 23 62, 63, 62, 57 63, 57, 26, 27 64, 26, 5, 27 65, 63, 57, 58 66, 58, 57, 28 67, 64, 31, 53 68, 64, 6, 31 69, 66, 65, 60 70, 60, 9, 55 71, 66, 60, 55 72, 34, 2, 10 73, 56, 8, 7 74, 69, 53, 68 75, 54, 24, 25 76, 62, 26, 57 77, 70, 66, 67 78, 55, 9, 8 79, 56, 7, 23 80, 67, 66, 55 81, 57, 27, 28 82, 58, 28, 29 83, 69, 29, 30 84, 68, 63, 58 85, 59, 53, 32 86, 65, 34, 60 87, 60, 34, 10 88, 60, 10, 9 89, 61, 24, 54 90, 67, 61, 54 91, 62, 54, 25 92, 62, 25, 26 93, 70, 68, 66 94, 63, 54, 62 95, 69, 30, 64 96, 64, 30, 6 97, 65, 59, 33 98, 65, 33, 34 99, 66, 59, 65 100, 67, 55, 56 101, 67, 56, 61 102, 70, 54, 63 103, 68, 53, 59 104, 68, 59, 66 105, 69, 58, 29 106, 69, 64, 53 107, 70, 67, 54 108, 70, 63, 68 *Elset, elset=rightsection, generate 55, 108, 1 ** *solid section, elset=rightsection,material=softelastic 1.0, *solid section, elset=leftsection,material=hardelastic 1.0, *Material, name=softelastic *Elastic 1.E4, 0.3 *conductivity 1.0, *density 1.0, *Material, name=hardelastic *Elastic 1.E5, 0.3 *conductivity 1.0, *density 1.0, ** *map solution,step=1,inc=10 *Step, nlgeom, inc=100 Hold *Static 1.,1. ** *boundary,op=new bottom,ysymm centerline,xsymm top,2,2,0.0 right,1,1,0.0 left,1,1,0.0 *Restart, write, frequency=1 *Output, field, op=NEW, frequency=1 *Node Output U, *Element Output S, E *node file, freq=9999 U, *el file, freq=9999 S, E *End Step