*HEADING PROCEDURE TESTS FOR *DISTRIBUTION AND *ELEMENT PROPERTIES ELEMENT SAXA22 *NODE,NSET=NALL 1, 0., 0. 2, 0.5, 0. 3, 1., 0. 4, 1.5, 0. 5, 2., 0. 6, 2.5, 0. 7, 3., 0. 8, 3.5, 0. 9, 4., 0. *ELSET, ELSET=SHELLSEC1 1, **--------------------------------------------------------------------- *ELEMENT,TYPE=SAXA22,ELSET=EALL, OFFSET=100 1, 1, 2, 3 2, 3, 4, 5 3, 5, 6, 7 4, 7, 8, 9 **--------------------------------------------------------------------- *SHELL SECTION, COMPOSITE, ELSET=EALL, ORIENTATION=ORI, OFFSET=DISTOFFSET, SHELL THICKNESS=DISTTHICK DISTTHICKPLY1, 3, MAT1, DISTANGLEPLY1, PLY-1 DISTTHICKPLY2, 3, MAT1, 0, PLY-2 **--------------------------------------------------------------------- *DISTRIBUTION TABLE, NAME=ORIENTATIONTABLE COORD3D, COORD3D *DISTRIBUTION, NAME=DISTORIENT, LOCATION=ELEMENT, TABLE=ORIENTATIONTABLE , 0.1000000E+01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00, 0.1000000E+01, 0.0000000E+00 1, 0.1000000E+01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00, 0.1000000E+01, 0.0000000E+00 2, 0.9993908E+00, 0.3489950E-01, 0.0000000E+00, -0.3489950E-01, 0.9993908E+00, 0.0000000E+00 3, 0.9961947E+00, 0.8715574E-01, 0.0000000E+00, -0.8715574E-01, 0.9961947E+00, 0.0000000E+00 4, 0.9902681E+00, 0.1391731E+00, 0.0000000E+00, -0.1391731E+00, 0.9902681E+00, 0.0000000E+00 *DISTRIBUTION TABLE, NAME=THICKNESSTABLE LENGTH *DISTRIBUTION, NAME=DISTTHICK, LOCATION=ELEMENT, TABLE=THICKNESSTABLE , 0.1, 1, 0.1, 2, 0.2, 3, 0.3, 4, 0.4, *DISTRIBUTION TABLE, NAME=OFFSETTABLE RATIO *DISTRIBUTION, NAME=DISTOFFSET, LOCATION=ELEMENT, TABLE=OFFSETTABLE , -0.05, 1, -0.05, 2, -0.05, 3, -0.025, 4, -0.025, *DISTRIBUTION TABLE, NAME=ORIANGLETABLE ANGLE *DISTRIBUTION, NAME=DISTORIANGLE, LOCATION=ELEMENT, TABLE=ORIANGLETABLE , 0.0, 1, -0.5 2, -0.5 3, -1.0 4, -1.0 *ORIENTATION, NAME=ORI DISTORIENT 3, DISTORIANGLE *DISTRIBUTION, NAME=DISTTHICKPLY1, LOCATION=ELEMENT, TABLE=THICKNESSTABLE , 1. *DISTRIBUTION, NAME=DISTTHICKPLY2, LOCATION=ELEMENT, TABLE=THICKNESSTABLE , 2. EALL, 1. *DISTRIBUTION, NAME=DISTANGLEPLY1, LOCATION=ELEMENT, TABLE=ORIANGLETABLE , 0. EALL, 90. **--------------------------------------------------------------------- *NSET,NSET=EDGE 9, 109, 209 *NSET,NSET=CENTER 1, 101, 201 *NSET,NSET=MID 5, 105, 205 *MATERIAL, NAME=MAT1 *ELASTIC, TYPE=ENGINEERING CONSTANTS 0.300E+07, 0.400E+07, 0.500E+07, 0.100E+00, 0.200E+00, 0.300E+00, 0.300E+06, 0.400E+06 0.500E+06, *DENSITY 0.750E-03, *CONDUCTIVITY 1000., *DAMPING, ALPHA=0.5 **--------------------------------------------------------------------- *BOUNDARY CENTER,1,1 EDGE,1,2 *PSD-DEFINITION, NAME=WHITE, TYPE=FORCE 1.0,0.1,0.0 1.0,0.1,60.0 *SPECTRUM, NAME=SPEC,TYPE=ACCELERATION 0., 0., 0. 1.E7, 300., 0. 1.E7, 1000., 0. ** ** -------------------------------------------------- ** *STEP, NAME=STEP-1 FREQUENCY ANALYSIS *FREQUENCY,SIM,normalization=mass 5, *EL PRINT S, SF, SSAVG, SE, *NODE PRINT U, *OUTPUT, FIELD *NODE OUTPUT U, *ELEMENT OUTPUT S, SF, SSAVG, STH, *END STEP ** ** -------------------------------------------------- ** *STEP, NAME=STEP-2 SSD MODE-BASED *STEADY STATE DYNAMICS, INTERVAL=EIGENFREQUENCY 60, *EL PRINT, FREQ=999 S, SF, SSAVG, SE, STH, *NODE PRINT, FREQ=999 U, *OUTPUT, FIELD *NODE OUTPUT U, *ELEMENT OUTPUT S, SF, SSAVG, STH, *CLOAD CENTER,2,0.5 *SELECT EIGENMODES, GENERATE 1, 5 *MODAL DAMPING, RAYLEIGH 1, 5, 0.5 *END STEP ** ** -------------------------------------------------- ** *STEP, NAME=STEP-3 MODAL DYNAMIC *MODAL DYNAMIC 0.1,1. *CLOAD CENTER,2,0.5 *SELECT EIGENMODES, GENERATE 1, 5 *MODAL DAMPING, RAYLEIGH 1, 5, 0.5 *END STEP ** ** -------------------------------------------------- ** *STEP, NAME=STEP-4 SSD DIRECT *STEADY STATE DYNAMICS, DIRECT, INTERVAL=EIGENFREQUENCY 60., *CLOAD CENTER,2,0.5 *END STEP ** ** -------------------------------------------------- ** *STEP, NAME=STEP-5 SSD SUBSPACE *STEADY STATE DYNAMICS, SUBSPACE PROJECTION, INTERVAL=EIGENFREQUENCY 60., *CLOAD CENTER,2,0.5 *END STEP ** ** -------------------------------------------------- ** *STEP, NAME=STEP-6 RANDOM RESPONSE *RANDOM RESPONSE 60., *SELECT EIGENMODES, GENERATE 1, 5 *CLOAD, LOAD CASE=1 CENTER,2,0.5 *CLOAD, LOAD CASE=2 EDGE,6,0.2 *CORRELATION, PSD=WHITE, TYPE=UNCORRELATED, COMPLEX=NO 1,1 2,1 *EL PRINT, FREQ=999 SF, SE, *NODE PRINT, FREQ=999 U, *OUTPUT, FIELD *NODE OUTPUT U, *ELEMENT OUTPUT SF, *END STEP ** ** -------------------------------------------------- ** *STEP, NAME=STEP-7 RESPONSE SPECTRUM *RESPONSE SPECTRUM, SUM=ABS, COMP=ALG SPEC,0.,0.,1.,1. *SELECT EIGENMODES, GENERATE 1, 5 *END STEP ** ** -------------------------------------------------- ** *STEP, NLGEOM=YES, NAME=STEP-8 STATIC *STATIC 1.0, 1.0 *BOUNDARY EDGE,6,6,0.1 *EL PRINT, FREQ=999 S, SF, SSAVG, SE, STH, *NODE PRINT, FREQ=999 U, *OUTPUT, FIELD *NODE OUTPUT U, *ELEMENT OUTPUT S, SF, SSAVG, STH, *OUTPUT, HISTORY *ELEMENT OUTPUT,ELSET=SHELLSEC1 S11, SF1, SSAVG1, SE1, SK1, STH, *END STEP ** ** -------------------------------------------------- ** *STEP, PERTURBATION, NAME=STEP-9 STATIC *STATIC *EL PRINT, FREQ=999 S, SF, SSAVG, SE, STH, *NODE PRINT, FREQ=999 U, *OUTPUT, FIELD *NODE OUTPUT U, *ELEMENT OUTPUT S, SF, SSAVG, STH, *LOAD CASE, NAME=LOAD1 *BOUNDARY CENTER,2,,0.1 *END LOAD CASE *LOAD CASE, NAME=LOAD2 *BOUNDARY EDGE,6,,0.2 *END LOAD CASE *LOAD CASE, NAME=LOAD3 *BOUNDARY MID,6,,-0.1 *END LOAD CASE *END STEP