*HEADING eccigfd2: FOUNDATION TYPES [CCL18] *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 2,5,8,102,105,108,202,205,208 *ELEMENT,TYPE=CCL18, ELSET=EALL 1, 201, 203, 209, 1, 3, 9, 101, 103, 109, 202, 206, 205, 2, 6, 5, 102, 106, 105 2, 201, 209, 207, 1, 9, 7, 101, 109, 107, 205, 208, 204, 5, 8, 4, 105, 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. ************************************* *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