*HEADING EC3ISFS2: PRESSURE AND HYDROSTATIC PRESSURE FOR 3-D SOLIDS [C3D15V] *PREPRINT,ECHO=YES,HISTORY=YES,MODEL=YES *NODE 1, 0.0, 0.0, 0.0 2, 2.0, 0.0, 0.0 3, 2.0, 2.0, 0.0 4, 0.0, 2.0, 0.0 5, 0.0, 0.0, 1.0 6, 2.0, 0.0, 1.0 7, 2.0, 2.0, 1.0 8, 0.0, 2.0, 1.0 9, 1.0, 0.0, 0.0 10, 2.0, 1.0, 0.0 11, 1.0, 2.0, 0.0 12, 0.0, 1.0, 0.0 13, 1.0, 0.0, 1.0 14, 2.0, 1.0, 1.0 15, 1.0, 2.0, 1.0 16, 0.0, 1.0, 1.0 17, 0.0, 0.0, 0.5 18, 2.0, 0.0, 0.5 19, 2.0, 2.0, 0.5 20, 0.0, 2.0, 0.5 21, 1.0, 1.0, 0.0 22, 1.0, 1.0, 1.0 23, 1.0, 0.0, 0.5 24, 2.0, 1.0, 0.5 25, 1.0, 2.0, 0.5 26, 0.0, 1.0, 0.5 27, 1.0, 1.0, 0.5 *ELEMENT,TYPE=C3D15V, ELSET=EALL 1, 1,2,4,5,6,8,9,21,12,13,22,16,17,18,20, 23,27,26 2, 2,3,4,6,7,8,10,11,21,14,15,22,18,19,20, 24,25,27 *SOLID SECTION,MATERIAL=A1, ELSET=EALL *MATERIAL,NAME=A1 *ELASTIC,TYPE=ISOTROPIC 30.0E6,0.3 *BOUNDARY 1,1,3 2,2 4,3 5,1 *STEP *STATIC *DLOAD,OP=NEW 1, P1, 1000.0 1, P2, 1000.0 1, P3, 1000.0 1, P5, 1000.0 2, P1, 1000.0 2, P2, 1000.0 2, P3, 1000.0 2, P4, 1000.0 *CLOAD 2,1, 55.5556 3,1, -55.5556 3,2, -55.5556 3,3, -111.1111 4,1, -55.5556 4,2, 55.5556 5,2, 55.5556 5,3, 111.1111 6,1, 55.5556 6,2, -55.5556 7,1, -55.5556 7,2, -55.5556 7,3, -111.1111 8,1, -55.5556 8,2, 55.5556 9,1, 888.8889 9,2, 666.6667 9,3, 222.2222 10,1, 666.6667 10,2, 444.4444 10,3, -222.2222 11,1, 444.4444 11,2, 666.6667 11,3, -222.2222 12,1, 666.6667 12,2, 888.8889 12,3, 222.2222 13,1, -444.4444 13,2, -666.6667 13,3, 222.2222 14,1, -666.6667 14,2, -888.8889 14,3, -222.2222 15,1, -888.8889 15,2, -666.6667 15,3, -222.2222 16,1, -666.6667 16,2, -444.4444 16,3, 222.2222 17,1, 222.2222 17,2, 222.2222 17,3, 444.4444 18,1, 222.2222 18,2, -222.2222 19,1, -222.2222 19,2, -222.2222 19,3, -444.4444 20,1, -222.2222 20,2, 222.2222 21,1, 1333.3333 21,2, 1333.3333 22,1, -1333.3333 22,2, -1333.3333 23,1, 888.8889 23,3, 888.8889 24,2, -888.8889 24,3, -888.8889 25,1, -888.8889 25,3, -888.8889 26,2, 888.8889 26,3, 888.8889 *OUTPUT,FIELD *ELEMENT OUTPUT S, COORD, E, LOADS, *OUTPUT,HISTORY,FREQUENCY=1 *ENERGY OUTPUT *OUTPUT,FIELD *NODE OUTPUT U,COORD *NODE PRINT U,COORD *EL PRINT S, COORD, E, LOADS, *END STEP *STEP *STATIC *DLOAD,OP=MOD 1,HP3,1000.,1.0,0.0 2,HP3,1000.,1.0,0.0 2,HP4,1000.,1.0,0.0 1,HP5,1000.,1.0,0.0 *OUTPUT,FIELD *ELEMENT OUTPUT S,COORD, E, *OUTPUT,FIELD *NODE OUTPUT U,COORD *END STEP