*HEADING eccrgrd2: FOUNDATION TYPES [CCL24R] *PREPRINT,MODEL=NO,HIST=NO *NODE,NSET=ALL 1 , 1.0000 , 0.0000 , 0.0000 101 , 0.0000 , 1.0000 , 0.0000 201 , -1.0000 , 0.0000 , 0.0000 2 , 2.5000 , 0.0000 , 0.0000 102 , 0.0000 , 2.5000 , 0.0000 202 , -2.5000 , 0.0000 , 0.0000 3 , 4.0000 , 0.0000 , 0.0000 103 , 0.0000 , 4.0000 , 0.0000 203 , -4.0000 , 0.0000 , 0.0000 4 , 1.0000 , 0.0000 , 1.5000 104 , 0.0000 , 1.0000 , 1.5000 204 , -1.0000 , 0.0000 , 1.5000 5 , 2.5000 , 0.0000 , 1.5000 105 , 0.0000 , 2.5000 , 1.5000 205 , -2.5000 , 0.0000 , 1.5000 6 , 4.0000 , 0.0000 , 1.5000 106 , 0.0000 , 4.0000 , 1.5000 206 , -4.0000 , 0.0000 , 1.5000 7 , 1.0000 , 0.0000 , 3.0000 107 , 0.0000 , 1.0000 , 3.0000 207 , -1.0000 , 0.0000 , 3.0000 8 , 2.5000 , 0.0000 , 3.0000 108 , 0.0000 , 2.5000 , 3.0000 208 , -2.5000 , 0.0000 , 3.0000 9 , 4.0000 , 0.0000 , 3.0000 109 , 0.0000 , 4.0000 , 3.0000 209 , -4.0000 , 0.0000 , 3.0000 *NSET,NSET=SYM 1,3,9,7,201,203,207,209 2,4,5,6,8,202,204,205,206,208 *NSET,NSET=BOT 1,2,3,101,102,103,201,202,203 *NSET,NSET=TOP 7,8,9,107,108,109,207,208,209 *NSET,NSET=OUTSIDE 3,6,9,103,106,109,203,206,209 *NSET,NSET=INSIDE 1,4,7,101,104,107,201,204,207 *NSET,NSET=MIDDLE 2,8,102,108,202,208 *ELEMENT,TYPE=CCL24R, ELSET=EALL 1 , 201, 203, 209, 207, 1, 3, 9, 7, 101, 103, 109, 107, 202, 206, 208, 204, 2, 6, 8, 4, 102, 106, 108, 104, *SOLID SECTION ,ELSET=EALL,MATERIA= A1,ORIENTA=CYL *ORIENTATION,SYS=CYLIN,NAME=CYL 0.0, 0.0, 0.0, 0.0, 0.0, 1.0 1, 90.0 *TRANSFORM,TYPE=C,NSET=ALL 0.0, 0.0, 0.0, 0.0, 0.0, 1.0 *MATERIAL,NAME=A1 *ELASTIC 3.E6,0.3 *FOUNDATION 1,F1,300. *FOUNDATION 1,F2,300. *FOUNDATION 1,F3,300. *FOUNDATION 1,F4,300. *FOUNDATION 1,F5,300. *FOUNDATION 1,F6,300. ************************************* *STEP,PERTURBATION FOUNDATION F1 *STATIC *BOUNDARY,OP=NEW INSIDE,1,1 INSIDE,2,2,0.1 OUTSIDE,2,2,0.4 MIDDLE,2,2,0.25 TOP,3 *EL PRINT,FREQ=1 S *NODE PRINT RF, U, *OUTPUT,FIELD *NODE OUTPUT,NSET=ALL RF, U *ELEMENT OUTPUT S *OUTPUT,HISTORY,FREQ=0 *END STEP ************************************* *STEP,PERTURBATION FOUNDATION F3 *STATIC *BOUNDARY,OP=NEW INSIDE, 1 SYM, 2 TOP, 3,3,0.1 BOT, 3,3,0.1 *END STEP ************************************* *STEP,PERTURBATION FOUNDATION F4 *STATIC *BOUNDARY,OP=NEW OUTSIDE, 1, , 0.1 INSIDE, 1, , 0.1 SYM, 2 TOP, 3 *END STEP