*HEADING EC3FSHS2: PRESSURE AND HYDROSTATIC PRESSURE FOR 3-D SOLIDS [C3D15H] *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=C3D15H, ELSET=EALL 1, 1,2,4,5,6,8,9,21,12,13,22,16,17,18,20 2, 2,3,4,6,7,8,10,11,21,14,15,22,18,19,20 *SOLID SECTION,MATERIAL=A1, ELSET=EALL, ORIENTATION=ORI *MATERIAL,NAME=A1 *ELASTIC,TYPE=ISOTROPIC 30.0E6,0.3 *ORIENTATION,NAME=ORI 1.,0.,0.,0.,1.,0. 3,0. *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, -166.6667 3,1, 166.6667 3,2, 166.6667 3,3, 333.3333 4,1, 166.6667 4,2, -166.6667 5,2, -166.6667 5,3, -333.3333 6,1, -166.6667 6,2, 166.6667 7,1, 166.6667 7,2, 166.6667 7,3, 333.3333 8,1, 166.6667 8,2, -166.6667 9,1, 1333.3333 9,2, 666.6667 9,3, 666.6667 10,1, 666.6667 10,3, -666.6667 11,2, 666.6667 11,3, -666.6667 12,1, 666.6667 12,2, 1333.3333 12,3, 666.6667 13,2, -666.6667 13,3, 666.6667 14,1, -666.6667 14,2, -1333.3333 14,3, -666.6667 15,1, -1333.3333 15,2, -666.6667 15,3, -666.6667 16,1, -666.6667 16,3, 666.6667 17,1, 666.6667 17,2, 666.6667 17,3, 1333.3333 18,1, 666.6667 18,2, -666.6667 19,1, -666.6667 19,2, -666.6667 19,3, -1333.3333 20,1, -666.6667 20,2, 666.6667 21,1, 1333.3333 21,2, 1333.3333 22,1, -1333.3333 22,2, -1333.3333 *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