*Heading CPE8R elements elastic materials static procedure Instance definitions ** *Part, name=block *End Part *Assembly, name = Assembly *node 1,30.,20. *element,type=mass,elset=mass 1,1 *mass,elset=mass 1.0 *Instance, name=block, part=block *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, 21.2158, 20. 12, 15.6821, 20. 13, 12.1961, 20. 14, 10., 16. 15, 10., 12. 16, 10., 8. 17, 10., 4. 18, 12.1961, 0. 19, 15.6821, 0. 20, 21.2158, 0. 21, 38.7842, 0. 22, 44.3179, 0. 23, 47.8039, 0. 24, 50., 4. 25, 50., 8. 26, 50., 12. 27, 50., 16. 28, 47.8039, 20. 29, 44.3179, 20. 30, 38.7842, 20. 31, 21.2158, 4. 32, 21.2158, 8. 33, 21.2158, 12. 34, 21.2158, 16. 35, 15.6821, 4. 36, 15.6821, 8. 37, 15.6821, 12. 38, 15.6821, 16. 39, 12.1961, 4. 40, 12.1961, 8. 41, 12.1961, 12. 42, 12.1961, 16. 43, 38.7842, 16. 44, 38.7842, 12. 45, 38.7842, 8. 46, 38.7842, 4. 47, 44.3179, 16. 48, 44.3179, 12. 49, 44.3179, 8. 50, 44.3179, 4. 51, 47.8039, 16. 52, 47.8039, 12. 53, 47.8039, 8. 54, 47.8039, 4. 55, 30., 2. 56, 30., 6. 57, 30., 10. 58, 30., 14. 59, 30., 18. 60, 25.6079, 20. 61, 18.4489, 20. 62, 13.9391, 20. 63, 11.098, 20. 64, 10., 18. 65, 10., 14. 66, 10., 10. 67, 10., 2. 68, 10., 6. 69, 11.098, 0. 70, 13.9391, 0. 71, 25.6079, 0. 72, 18.4489, 0. 73, 34.3921, 0. 74, 41.5511, 0. 75, 46.0609, 0. 76, 48.902, 0. 77, 50., 2. 78, 50., 6. 79, 50., 10. 80, 50., 18. 81, 50., 14. 82, 48.902, 20. 83, 46.0609, 20. 84, 34.3921, 20. 85, 41.5511, 20. 86, 25.6079, 4. 87, 21.2158, 2. 88, 25.6079, 8. 89, 21.2158, 6. 90, 25.6079, 12. 91, 21.2158, 10. 92, 25.6079, 16. 93, 21.2158, 14. 94, 21.2158, 18. 95, 18.4489, 4. 96, 15.6821, 2. 97, 18.4489, 8. 98, 15.6821, 6. 99, 18.4489, 12. 100, 15.6821, 10. 101, 18.4489, 16. 102, 15.6821, 14. 103, 15.6821, 18. 104, 13.9391, 4. 105, 12.1961, 2. 106, 11.098, 4. 107, 13.9391, 8. 108, 12.1961, 6. 109, 11.098, 8. 110, 13.9391, 12. 111, 12.1961, 10. 112, 11.098, 12. 113, 13.9391, 16. 114, 12.1961, 14. 115, 12.1961, 18. 116, 11.098, 16. 117, 34.3921, 16. 118, 38.7842, 18. 119, 34.3921, 12. 120, 38.7842, 14. 121, 34.3921, 8. 122, 38.7842, 10. 123, 34.3921, 4. 124, 38.7842, 6. 125, 38.7842, 2. 126, 41.5511, 16. 127, 44.3179, 18. 128, 41.5511, 12. 129, 44.3179, 14. 130, 41.5511, 8. 131, 44.3179, 10. 132, 41.5511, 4. 133, 44.3179, 6. 134, 44.3179, 2. 135, 46.0609, 16. 136, 47.8039, 18. 137, 48.902, 16. 138, 46.0609, 12. 139, 47.8039, 14. 140, 48.902, 12. 141, 46.0609, 8. 142, 47.8039, 10. 143, 48.902, 8. 144, 46.0609, 4. 145, 47.8039, 6. 146, 47.8039, 2. 147, 48.902, 4. *Nset, nset=top 2, 3, 6, 11, 12, 13, 28, 29, 30, 60, 61, 62, 63, 82, 83, 84 85, *Nset, nset=bottom 1, 4, 5, 18, 19, 20, 21, 22, 23, 69, 70, 71, 72, 73, 74, 75 76, *Nset, nset=left 3, 4, 14, 15, 16, 17, 64, 65, 66, 67, 68 *Nset, nset=right 5, 6, 24, 25, 26, 27, 77, 78, 79, 80, 81 *Nset, nset=centerpoint 1, *Nset, nset=centerline 1, 2, 7, 8, 9, 10, 55, 56, 57, 58, 59 *element,type=cpe8r 1, 1, 7, 31, 20, 55, 86, 87, 71 2, 7, 8, 32, 31, 56, 88, 89, 86 3, 8, 9, 33, 32, 57, 90, 91, 88 4, 9, 10, 34, 33, 58, 92, 93, 90 5, 10, 2, 11, 34, 59, 60, 94, 92 6, 20, 31, 35, 19, 87, 95, 96, 72 7, 31, 32, 36, 35, 89, 97, 98, 95 8, 32, 33, 37, 36, 91, 99, 100, 97 9, 33, 34, 38, 37, 93, 101, 102, 99 10, 34, 11, 12, 38, 94, 61, 103, 101 11, 19, 35, 39, 18, 96, 104, 105, 70 12, 35, 36, 40, 39, 98, 107, 108, 104 13, 36, 37, 41, 40, 100, 110, 111, 107 14, 37, 38, 42, 41, 102, 113, 114, 110 15, 38, 12, 13, 42, 103, 62, 115, 113 16, 18, 39, 17, 4, 105, 106, 67, 69 17, 39, 40, 16, 17, 108, 109, 68, 106 18, 40, 41, 15, 16, 111, 112, 66, 109 19, 41, 42, 14, 15, 114, 116, 65, 112 20, 42, 13, 3, 14, 115, 63, 64, 116 *Elset, elset=leftsection, generate 1, 20, 1 *element,type=cpe8r 21, 2, 10, 43, 30, 59, 117, 118, 84 22, 10, 9, 44, 43, 58, 119, 120, 117 23, 9, 8, 45, 44, 57, 121, 122, 119 24, 8, 7, 46, 45, 56, 123, 124, 121 25, 7, 1, 21, 46, 55, 73, 125, 123 26, 30, 43, 47, 29, 118, 126, 127, 85 27, 43, 44, 48, 47, 120, 128, 129, 126 28, 44, 45, 49, 48, 122, 130, 131, 128 29, 45, 46, 50, 49, 124, 132, 133, 130 30, 46, 21, 22, 50, 125, 74, 134, 132 31, 29, 47, 51, 28, 127, 135, 136, 83 32, 47, 48, 52, 51, 129, 138, 139, 135 33, 48, 49, 53, 52, 131, 141, 142, 138 34, 49, 50, 54, 53, 133, 144, 145, 141 35, 50, 22, 23, 54, 134, 75, 146, 144 36, 28, 51, 27, 6, 136, 137, 80, 82 37, 51, 52, 26, 27, 139, 140, 81, 137 38, 52, 53, 25, 26, 142, 143, 79, 140 39, 53, 54, 24, 25, 145, 147, 78, 143 40, 54, 23, 5, 24, 146, 76, 77, 147 *Elset, elset=rightsection, generate 21, 40, 1 ** *solid section, elset=rightsection,material=softelastic 1.0, *solid section, elset=leftsection,material=hardelastic 1.0, ** *End Instance *End Assembly ** *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 block.bottom,ysymm block.centerline,xsymm block.top,2,2,0.0 block.right,1,1,0.0 block.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 *step,perturbation *static *boundary block.top,2,2,-5.0 *output,field *node output u, *end step