*HEADING Transfer from Standard to Explicit : Test for S4 element - Standard analysis - loading in shear *NODE,NSET=ALL 1, 2, 2., 0. 3, 0., 2. 4, 2., 2. *NSET,NSET=SIDE 3,4 *ELEMENT, TYPE=S4, ELSET=SHELL 10, 1,2,4,3 *SHELL SECTION, ELSET=SHELL, MATERIAL=STEEL 0.002, ***HOURGLASS CONTROL, VISCO=NO **1.0E-13, 1.0E-13, 1.0E-13 *MATERIAL,NAME=STEEL *ELASTIC 200.E9, 0.3 *DENSITY 1000., *BOUNDARY ALL, 3,3 all, 6, 6 1, 1,2 2, 1,2 3, 2,2 4, 2,2 *RESTART, WRITE ** *ELSET,ELSET=QA_TEST_ALLELEMS SHELL, ** *NSET, NSET=QA_TEST_ALLNODES ALL, SIDE ** *STEP,NLGEOM,INC=50 *STATIC 0.1, 1. *CONTROLS,PARAMETERS=FIELD,FIELD=DISPLACEMENT 1.0E-04,1.,,1., *BOUNDARY, TYPE=VELOCITY 3, 1, 1, 0.2 4, 1, 1, 0.2 *PRINT,FREQ=1 *EL PRINT,FREQ=1 S, E, STH, PEEQ, *NODE PRINT,FREQ=1 U, COORD, RF, *ENERGY PRINT ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL *EL FILE, DIRECTIONS=YES S,E STH, *NODE FILE U,COORD *OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999 *OUTPUT,FIELD *ELEMENT OUTPUT S,E STH, *OUTPUT,HISTORY *ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS S,E STH, *OUTPUT,FIELD *NODE OUTPUT U,COORD *OUTPUT,HISTORY *NODE OUTPUT, NSET=QA_TEST_ALLNODES U,COORD *END STEP