*HEADING TEST FOR CONNECTOR UNIAXIAL BEHAVIOR (Permanent Deformation) The force-displacement curves shows the loading/unloading behavior. *preprint, model=yes *restart, write, number=20 *NODE,NSET=NALL3D 1,0.,0.,0. 2,1.,0.,0. 11,0.,1.,0. 12,1.,1.,0. 21,0.,2.,0. 22,1.,2.,0. 31,0.,3.,0. 32,1.,3.,0. *ORIENTATION,SYS=RECT,NAME=ORIGLOB 1.,0.,0.,0.,1.,0. 3,0. *ELEMENT,TYPE=CONN3D2,ELSET=quadratic 1,1,2 *CONNECTOR SECTION,ELSET=quadratic,BEHAVIOR=quadratic AXIAL, ORIGLOB, *ELEMENT,TYPE=CONN3D2,ELSET=exponential 10,11,12 *CONNECTOR SECTION,ELSET=exponential,BEHAVIOR=exponential AXIAL, ORIGLOB, *ELEMENT,TYPE=CONN3D2,ELSET=shiftedcurve 20,21,22 *CONNECTOR SECTION,ELSET=shiftedcurve,BEHAVIOR=shiftedcurve AXIAL, ORIGLOB, *ELEMENT,TYPE=CONN3D2,ELSET=interpcurve 30,31,32 *CONNECTOR SECTION,ELSET=interpcurve,BEHAVIOR=interpcurve AXIAL, ORIGLOB, ** *CONNECTOR BEHAVIOR,NAME=quadratic **, integration=explicit ** ** QUADRATIC UNLOADING ** *connector uniaxial behavior, component=1 *loading data, direction=tension, type=Permanent Deform, extrapolation=linear, yield onset=0.0 0, 0 10, 0.1 20, 0.2 30, 0.3 40, 0.4 50, 0.5 *unloading data, definition=quadratic 0.5, 0.4 ** *CONNECTOR BEHAVIOR,NAME=exponential **, integration=explicit ** ** EXPONENTIAL UNLOADING ** *connector uniaxial behavior, component=1 *loading data, direction=tension, type=Permanent Deform, extrapolation=linear, yield onset=0.0 0, 0 10, 0.1 20, 0.2 30, 0.3 40, 0.4 50, 0.5 *unloading data, definition=exponential 0.5, 0.4 ** *CONNECTOR BEHAVIOR,NAME=shiftedcurve **, integration=explicit ** ** SHIFTED CURVE UNLOADING ** *connector uniaxial behavior, component=1 *loading data, direction=tension, type=Permanent Deform, extrapolation=linear, yield onset=0.0 0, 0 10, 0.1 20, 0.2 30, 0.3 40, 0.4 50, 0.5 *unloading data, definition=shifted curve 0, 0 166.6667, 1.0 ** *CONNECTOR BEHAVIOR,NAME=interpcurve **, integration=explicit ** ** INTERPOLATED CURVE UNLOADING ** *connector uniaxial behavior, component=1 *loading data, direction=tension, type=Permanent Deform, extrapolation=linear, yield onset=0.0 0, 0 10, 0.1 20, 0.2 30, 0.3 40, 0.4 50, 0.5 *unloading data, definition=interpolated curve 0, 0.4 166.6667, 1.4 *unloading data, definition=interpolated curve 0, 0.8 166.6667, 1.8 *unloading data, definition=interpolated curve 0, 1.2 166.6667, 2.2 *unloading data, definition=interpolated curve 0, 1.6 166.6667, 2.6 ** *BOUNDARY 1,1,6 2,2,6 11,1,6 12,2,6 21,1,6 22,2,6 31,1,6 32,2,6 *ELEMENT, TYPE=MASS, ELSET=MASS 4001, 1 4002, 2 4011, 11 4012, 12 4021, 21 4022, 22 4031, 31 4032, 32 *MASS, ELSET=MASS 1.E-3 *NSET,NSET=QA_TEST_NALL3D NALL3D, *ELSET, ELSET=QA_TEST_UNI quadratic, exponential, shiftedcurve, interpcurve *NSET, NSET=LOAD 2,12,22,32 **------------------------------------------------ *STEP,NLGEOM=YES *DYNAMIC, EXP, DIRECT USER CONTROL 0.005,100.0 *amplitude, name=ramp1, definition=smooth 0,0,100,1 *cload, amplitude=ramp1 LOAD,1,100. *OUTPUT,HISTORY, TIME INTERVAL=0.1 *ELEMENT OUTPUT,ELSET=QA_TEST_UNI CTF1,CUF1,CU1 *ENERGY OUTPUT, VARIABLE=ALL *OUTPUT, FIELD *NODE OUTPUT, NSET=QA_TEST_NALL3D U, *ENDSTEP *STEP,NLGEOM=YES *DYNAMIC, EXP, DIRECT USER CONTROL 0.005,100.0 *amplitude, name=ramp2, definition=smooth 0,1,100,0 *cload, amplitude=ramp2 LOAD,1,100. *END STEP *STEP,NLGEOM=YES *DYNAMIC, EXP, DIRECT USER CONTROL 0.005,100.0 *amplitude, name=ramp3, definition=smooth 0,0,100,1 *cload, amplitude=ramp3 LOAD,1,125. *END STEP *STEP,NLGEOM=YES *DYNAMIC, EXP, DIRECT USER CONTROL 0.005,100.0 *amplitude, name=ramp4, definition=smooth 0,1,100,0 *cload, amplitude=ramp4 LOAD,1,125. *END STEP *STEP,NLGEOM=YES *DYNAMIC, EXP, DIRECT USER CONTROL 0.005,100.0 *amplitude, name=ramp5, definition=smooth 0,0,100,1 *cload, amplitude=ramp5 LOAD,1,150. *END STEP