*HEADING Test of REBAR with angular spacing and lift equantion in element M3D4 *RESTART,WRITE *NODE 1 , 2.0000000 , 0.0000000 , 0.0000000 , 101 , 1.9960535 , 0.0000000 ,-0.12558104 , 201 , 1.9842294 , 0.0000000 ,-0.25066647 , 301 , 1.9645745 , 0.0000000 ,-0.37476263 , 401 , 1.9371663 , 0.0000000 ,-0.49737977 , 501 , 1.9021130 , 0.0000000 ,-0.61803399 , 601 , 1.8595530 , 0.0000000 ,-0.73624911 , 701 , 1.8096541 , 0.0000000 ,-0.85155858 , 801 , 1.7526134 , 0.0000000 ,-0.96350735 , 901 , 1.6886559 , 0.0000000 , -1.0716536 , 1001 , 1.6180340 , 0.0000000 , -1.1755705 , 2 , 3.0000000 , 0.0000000 , 0.0000000 , 102 , 2.9940802 , 0.0000000 ,-0.18837156 , 202 , 2.9763441 , 0.0000000 ,-0.37599970 , 302 , 2.9468618 , 0.0000000 ,-0.56214394 , 402 , 2.9057495 , 0.0000000 ,-0.74606966 , 502 , 2.8531695 , 0.0000000 ,-0.92705098 , 602 , 2.7893295 , 0.0000000 , -1.1043737 , 702 , 2.7144812 , 0.0000000 , -1.2773379 , 802 , 2.6289200 , 0.0000000 , -1.4452610 , 902 , 2.5329838 , 0.0000000 , -1.6074804 , 1002 , 2.4270510 , 0.0000000 , -1.7633558 , 3 , 4.0000000 , 0.0000000 , 0.0000000 , 103 , 3.9921069 , 0.0000000 ,-0.25116208 , 203 , 3.9684588 , 0.0000000 ,-0.50133293 , 303 , 3.9291490 , 0.0000000 ,-0.74952526 , 403 , 3.8743326 , 0.0000000 ,-0.99475955 , 503 , 3.8042261 , 0.0000000 , -1.2360680 , 603 , 3.7191059 , 0.0000000 , -1.4724982 , 703 , 3.6193082 , 0.0000000 , -1.7031172 , 803 , 3.5052267 , 0.0000000 , -1.9270147 , 903 , 3.3773117 , 0.0000000 , -2.1433072 , 1003 , 3.2360680 , 0.0000000 , -2.3511410 , 4 , 5.0000000 , 0.0000000 , 0.0000000 , 104 , 4.9901336 , 0.0000000 ,-0.31395260 , 204 , 4.9605735 , 0.0000000 ,-0.62666617 , 304 , 4.9114363 , 0.0000000 ,-0.93690657 , 404 , 4.8429158 , 0.0000000 , -1.2434494 , 504 , 4.7552826 , 0.0000000 , -1.5450850 , 604 , 4.6488824 , 0.0000000 , -1.8406228 , 704 , 4.5241353 , 0.0000000 , -2.1288965 , 804 , 4.3815334 , 0.0000000 , -2.4087684 , 904 , 4.2216396 , 0.0000000 , -2.6791340 , 1004 , 4.0450850 , 0.0000000 , -2.9389263 , 11 , 2.0000000 , 1.0000000 , 0.0000000 , 111 , 1.9960535 , 1.0000000 ,-0.12558104 , 211 , 1.9842294 , 1.0000000 ,-0.25066647 , 311 , 1.9645745 , 1.0000000 ,-0.37476263 , 411 , 1.9371663 , 1.0000000 ,-0.49737977 , 511 , 1.9021130 , 1.0000000 ,-0.61803399 , 611 , 1.8595530 , 1.0000000 ,-0.73624911 , 711 , 1.8096541 , 1.0000000 ,-0.85155858 , 811 , 1.7526134 , 1.0000000 ,-0.96350735 , 911 , 1.6886559 , 1.0000000 , -1.0716536 , 1011 , 1.6180340 , 1.0000000 , -1.1755705 , 12 , 3.0000000 , 1.0000000 , 0.0000000 , 112 , 2.9940802 , 1.0000000 ,-0.18837156 , 212 , 2.9763441 , 1.0000000 ,-0.37599970 , 312 , 2.9468618 , 1.0000000 ,-0.56214394 , 412 , 2.9057495 , 1.0000000 ,-0.74606966 , 512 , 2.8531695 , 1.0000000 ,-0.92705098 , 612 , 2.7893295 , 1.0000000 , -1.1043737 , 712 , 2.7144812 , 1.0000000 , -1.2773379 , 812 , 2.6289200 , 1.0000000 , -1.4452610 , 912 , 2.5329838 , 1.0000000 , -1.6074804 , 1012 , 2.4270510 , 1.0000000 , -1.7633558 , 13 , 4.0000000 , 1.0000000 , 0.0000000 , 113 , 3.9921069 , 1.0000000 ,-0.25116208 , 213 , 3.9684588 , 1.0000000 ,-0.50133293 , 313 , 3.9291490 , 1.0000000 ,-0.74952526 , 413 , 3.8743326 , 1.0000000 ,-0.99475955 , 513 , 3.8042261 , 1.0000000 , -1.2360680 , 613 , 3.7191059 , 1.0000000 , -1.4724982 , 713 , 3.6193082 , 1.0000000 , -1.7031172 , 813 , 3.5052267 , 1.0000000 , -1.9270147 , 913 , 3.3773117 , 1.0000000 , -2.1433072 , 1013 , 3.2360680 , 1.0000000 , -2.3511410 , 14 , 5.0000000 , 1.0000000 , 0.0000000 , 114 , 4.9901336 , 1.0000000 ,-0.31395260 , 214 , 4.9605735 , 1.0000000 ,-0.62666617 , 314 , 4.9114363 , 1.0000000 ,-0.93690657 , 414 , 4.8429158 , 1.0000000 , -1.2434494 , 514 , 4.7552826 , 1.0000000 , -1.5450850 , 614 , 4.6488824 , 1.0000000 , -1.8406228 , 714 , 4.5241353 , 1.0000000 , -2.1288965 , 814 , 4.3815334 , 1.0000000 , -2.4087684 , 914 , 4.2216396 , 1.0000000 , -2.6791340 , 1014 , 4.0450850 , 1.0000000 , -2.9389263 , *NSET, GEN, UNSORT, NSET=ALL 1, 1001, 100, 2, 1002, 100, 3, 1003, 100, 4, 1004, 100, 11, 1011, 100, 12, 1012, 100, 13, 1013, 100, 14, 1014, 100, *NSET, GEN, UNSORT, NSET=OUTSIDE 4, 1004, 100, 14, 1014, 100, *NSET, GEN, UNSORT, NSET=INSIDE 1, 1001, 100, 11, 1011, 100, *ELEMENT,TYPE=M3D4 1 , 1, 2, 102, 101, 101 , 101, 102, 202, 201, 201 , 201, 202, 302, 301, 301 , 301, 302, 402, 401, 401 , 401, 402, 502, 501, 501 , 501, 502, 602, 601, 601 , 601, 602, 702, 701, 701 , 701, 702, 802, 801, 801 , 801, 802, 902, 901, 901 , 901, 902, 1002, 1001, 2 , 2, 3, 103, 102, 102 , 102, 103, 203, 202, 202 , 202, 203, 303, 302, 302 , 302, 303, 403, 402, 402 , 402, 403, 503, 502, 502 , 502, 503, 603, 602, 602 , 602, 603, 703, 702, 702 , 702, 703, 803, 802, 802 , 802, 803, 903, 902, 902 , 902, 903, 1003, 1002, 3 , 3, 4, 104, 103, 103 , 103, 104, 204, 203, 203 , 203, 204, 304, 303, 303 , 303, 304, 404, 403, 403 , 403, 404, 504, 503, 503 , 503, 504, 604, 603, 603 , 603, 604, 704, 703, 703 , 703, 704, 804, 803, 803 , 803, 804, 904, 903, 903 , 903, 904, 1004, 1003, 11 , 11, 12, 112, 111, 111 , 111, 112, 212, 211, 211 , 211, 212, 312, 311, 311 , 311, 312, 412, 411, 411 , 411, 412, 512, 511, 511 , 511, 512, 612, 611, 611 , 611, 612, 712, 711, 711 , 711, 712, 812, 811, 811 , 811, 812, 912, 911, 911 , 911, 912, 1012, 1011, 12 , 12, 13, 113, 112, 112 , 112, 113, 213, 212, 212 , 212, 213, 313, 312, 312 , 312, 313, 413, 412, 412 , 412, 413, 513, 512, 512 , 512, 513, 613, 612, 612 , 612, 613, 713, 712, 712 , 712, 713, 813, 812, 812 , 812, 813, 913, 912, 912 , 912, 913, 1013, 1012, 13 , 13, 14, 114, 113, 113 , 113, 114, 214, 213, 213 , 213, 214, 314, 313, 313 , 313, 314, 414, 413, 413 , 413, 414, 514, 513, 513 , 513, 514, 614, 613, 613 , 613, 614, 714, 713, 713 , 713, 714, 814, 813, 813 , 813, 814, 914, 913, 913 , 913, 914, 1014, 1013, *ELSET, GEN, ELSET=ANGULAR 1, 901, 100, 2, 902, 100, 3, 903, 100, *ELSET, GEN, ELSET=LIFTEQN 11, 911, 100, 12, 912, 100, 13, 913, 100, *MEMBRANE SECTION,ELSET= ANGULAR,ORIENTA= ORAXI,MATERIA= MAT1,POISSON= 0.5000 0.1 *REBAR LAYER ,ORIENTA= ORAXI,GEOM=ANG RB30, 5.E-03, 0.31416000, 0.000,MAT2, 0.000, 1 *MEMBRANE SECTION,ELSET= LIFTEQN,ORIENTA= ORAXI,MATERIA= MAT1,POISSON= 0.5000 0.1 *REBAR LAYER ,ORIENTA= ORAXI,GEOM=LIF RB40, 5.E-03, 0.31416000, 0.000,MAT2, 45.00, 1, 1.000, 2.000 RB41, 5.E-03, 0.31416000, 0.000,MAT2, -315.0, 1, 1.000, 2.000 RB42, 5.E-03, 0.31416000, 0.000,MAT2, 225.0, 1, 1.000, 2.000 RB43, 5.E-03, 0.31416000, 0.000,MAT2, -135.0, 1, 1.000, 2.000 RB50, 5.E-03, 0.31416000, 0.000,MAT2, -45.00, 1, 1.000, 2.000 RB51, 5.E-03, 0.31416000, 0.000,MAT2, 315.0, 1, 1.000, 2.000 RB52, 5.E-03, 0.31416000, 0.000,MAT2, -225.0, 1, 1.000, 2.000 RB53, 5.E-03, 0.31416000, 0.000,MAT2, 135.0, 1, 1.000, 2.000 *MATERIAL,NAME=MAT1 *ELASTIC 1.E3,0.3 *DENSITY 0.1 *MATERIAL,NAME=MAT2 *ELASTIC 1.E8,0.3 *DENSITY 0.1 *ORIENTATION ,SYS=CYLI,NAME= ORAXI 0.000, 0.000, 0.000, 0.000, 1.000, 0.000, 3, 0.0 *NSET,NSET=SECT,GEN 1,100 *ELSET,ELSET=SECT,GEN 1,100 *TRANSFORM,NSET=ALL,TYPE=C 0.0, 0.0, 0.0, 0.0, 1.0, 0.0 *************************** *STEP,NLGEOM,INC=100 Radial pulling *STATIC *BOUNDARY INSIDE, 1, 3 OUTSIDE,1, ,1.0E-4 ALL, 2, 3 *EL PRINT,REBAR,ELSET=SECT S,E,RBFOR,RBANG,RBROT *NODE PRINT,NSET=SECT U *OUTPUT,FIELD,FREQ=1 *ELEMENT OUTPUT,REBAR,ELSET=SECT S,RBFOR,RBANG,RBROT *NODE OUTPUT,NSET=SECT U *END STEP