*HEADING Test untrained case for c3d5 *NODE, Nset=NALL 10,0.,0.,1. 20,1.,0.,1. 120,1.,0.,0. 110,0.,0.,0. 100,0.32,0.186,0.643 202,0.677,0.305,0.683 302,.826,.288,.288 400,.249,.342,.192 102,.165,.745,.702 200,.788,.693,.644 300,.850,.649,.263 402,.273,.750,.230 12,0.,1.,1. 22,1.,1.,1. 320,1.,1.,0. 420,0.,1.,0. 5, 0.5,0.5,0.5 1, 0.5,0.1,0.5 2, 0.1,0.5,0.5 4, 0.9,0.5,0.5 3, 0.5,0.8,0.5 6, 0.5,0.5,0.1 7, 0.5,0.5,0.8 *NSET, NSET=TOP 10, 20, 12, 22 *NSET, NSET=BOT 110, 120, 420, 320 *NSET, NSET=FRONT 10, 20, 110,120 *NSET, NSET=LEFT 10, 12, 110, 420 *NSET, NSET=BACK 12, 22, 320, 420 *NSET, NSET=RIGHT 20, 22, 120, 320 *ELEMENT,TYPE=C3D5,ELSET=E1 8,400,302,300,402,5 9,100,102,200,202,5 10,202,200,300,302,5 11,100,400,402,102,5 12,400,100,202,302,5 13,300,200,102,402,5 101, 10, 20, 120, 110, 1 102, 100, 400, 302, 202, 1 103, 10, 100, 202, 20, 1 104, 20, 202, 302, 120, 1 105, 120, 302, 400, 110, 1 106, 110, 400, 100, 10, 1 201, 10, 110, 420, 12, 2 202, 100, 102, 402, 400, 2 203, 10, 100, 400, 110, 2 204, 110, 400, 402, 420, 2 205, 420, 402, 102, 12, 2 206, 12, 102, 100, 10, 2 401, 20, 22, 320, 120, 4 402, 202, 302, 300, 200, 4 403, 20, 202, 200, 22, 4 404, 22, 200, 300, 320, 4 405, 320, 300, 302, 120, 4 406, 120, 302, 202, 20, 4 501, 12, 420, 320, 22, 3 502, 102, 200, 300, 402, 3 503, 12, 102, 402, 420, 3 504, 420, 402, 300, 320, 3 505, 320, 300, 200, 22, 3 506, 22, 200, 102, 12, 3 601, 110, 120, 320, 420, 6 602, 400, 402, 300, 302, 6 603, 110, 400, 302, 120, 6 604, 120, 302, 300, 320, 6 605, 320, 300, 402, 420, 6 606, 420, 402, 400, 110, 6 701, 10, 12, 22, 20, 7 702, 100, 202, 200, 102, 7 703, 10, 100, 102, 12, 7 704, 12, 102, 200, 22, 7 705, 22, 200, 202, 20, 7 706, 20, 202, 100, 10, 7 *SOLID SECTION,MATERIAL=A1,ELSET=E1 *MATERIAL,NAME=A1 *ELASTIC,TYPE=ISOTROPIC 30.0e2,0.3 *DENSITY 1200.0 *density, pore fluid 1000., *POROUS BULK MODULI 3.7e7, 2.1e9 *INITIAL CONDITIONS,TYPE=PORE PRESSURE NALL, 0. *INITIAL CONDITIONS,TYPE=POROSITY E1, 0.5 *BOUNDARY LEFT, 1,1 BOT,3,3 FRONT, 2, 2 ** *AMPLITUDE, NAME=BC 0., 0.0, 2.0, 1.0 *STEP *DYNAMIC,EXPLICIT, PORE PRESSURE=UNDRAINED , 2. *BOUNDARY, TYPE=DISPLACEMENT, AMPLITUDE=BC TOP, 3, 3, -0.5 RIGHT, 1, 1, -0.5 BACK, 2, 2, -0.5 *OUTPUT,FIELD,TIMEMARKS=YES,NUMBER INTERVAL=20 *NODE OUTPUT U, *ELEMENT OUTPUT POR *OUTPUT,HISTORY,TIME INTERVAL=0.02 *ENERGY OUTPUT,VARIABLE=ALL *ELEMENT OUTPUT, ELSET=E1 POR *END STEP