*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