*HEADING : LINEAR BEHAVIOR OF SPRING AND DASHPOT ELEMENTS [SPRING2, SPRINGA, DASHPOT2, DASHPOTA] *PREPRINT, MODEL=YES, HISTORY=YES *RESTART,WRITE,OVERLAY ********************************************* ** Define one spring/dashpot ** systems to be analyzed simultaneously ********************************************* *NODE,NSET=NALL 11,0.,10. 12,10.,10. 13,20.,10. *NODE,NSET=TRANS 101,0.,20. 102,10.,30. 103,20.,40. *NODE 14, 10.0, 0.0 104, 20.0, 0.0 *NSET,NSET=NALL TRANS, *TRANSFORM,NSET=TRANS,TYPE=R 1.,1.,0.,-1.,1.,0. ** ** Spring Definitions ** *ELEMENT,TYPE=SPRING2,ELSET=SPR2 2,12,11 3,13,12 *ELEMENT,TYPE=SPRINGA,ELSET=SPRA 4,102,101 5,103,102 *ELEMENT, TYPE=SPRINGA, ELSET=SPR 101, 14, 104 *ELEMENT, TYPE=MASS, ELSET=MS 102, 104 ** ** Dashpot Definitions ** *ELEMENT,TYPE=DASHPOT2,ELSET=DSH2 7,13,12 *ELEMENT,TYPE=DASHPOTA,ELSET=DSHA 8,103,102 ** ** Point Masses ** *ELEMENT,TYPE=MASS,ELSET=MA 10,12 11,13 12,102 13,103 *NSET,NSET=MASSES 2,12,13,102,103 ** ** Property Definitions ** *ORIENTATION,NAME=TRANS,DEFINITION=COORDINATES 1.,1.,0.,-1.,1.,0. *SPRING,ELSET=SPR2 1,1 30.0, *SPRING,ELSET=SPRA,ORIENTATION=TRANS 30.0, *SPRING, NONLINEAR, ELSET=SPR 10, 0.1 30, 0.2 *DASHPOT,ELSET=DSH2 1,1 0.12, *DASHPOT,ELSET=DSHA,ORIENTATION=TRANS 0.12, *MASS,ELSET=MA 0.02588, *MASS, ELSET=MS 4.0e-11, ** **************************** ** Analysis **************************** ** **************************** ** Test Elements ** SPRING2,DASHPOT2 **************************** ** ** ---------------- STEP 3 ** *STEP STRETCH OUT *STATIC 1.E2,1.E2 *BOUNDARY,OP=NEW ** Fix mid mass and Stretch end mass of spr2 and sprA systems 11,1,6 101,1,6 12,1,6 102,1,6 13,1,1,1. 13,2,6 103,1,1,1. 103,2,6 14, 1, 6, 0.0 104, 1, 1,0.0 *EL PRINT, FREQ=2,SUMMARY=NO S, E, *NODE PRINT,FREQ=2,SUMMARY=NO,GLOBAL=NO U, V, A, CF, RF, *NODE FILE,NSET=NALL,FREQ=10,GLOBAL=NO U , V , A *OUTPUT,FIELD,FREQ=10 *NODE OUTPUT,NSET=NALL U,V,A *EL FILE,FREQUENCY=10 S,E *OUTPUT,FIELD,FREQ=10 *ELEMENT OUTPUT S,E *END STEP ***************************** ** Release Stretched System ***************************** *** ** ---------------- STEP 4 ** *STEP,INC=10000 RELEASE *DYNAMIC,HAFTOL=0.1 5.E-9,0.7,1.E-9,0.7 *BOUNDARY,OP=NEW ** ** Removed previous BC's. Now we add all but ** those belonging to the mass nodes, so they ** are free to move. ** 11,1,6 101,1,6 14, 1, 6, 0.0 104, 1, 6, 0.0 *NODE FILE,NSET=NALL,FREQ=1,GLOBAL=NO U,V,A *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT,NSET=NALL U,V,A *EL FILE,FREQ=50 S,E *OUTPUT,FIELD,FREQ=50 *ELEMENT OUTPUT S,E *END STEP *************************** ** Do a dummy dynamic step to ** to check if nonlinear behavior of ** spring is correctly accounted for **v53_810 *************************** *STEP, INC=10000, AMPLITUDE=RAMP *DYNAMIC, HAFTOL=0.01 0.1e-04, 0.1,,0.1 *BOUNDARY, OP=MOD 14, 1, 6, 0.0 104, 1, 1, 0.15 *EL PRINT, FREQ=9999, ELSET=SPR S, *END STEP