*HEADING Nonlinear Elastic Skew Plate. 20 kPa Load. S.I. Units (meters, Newtons, sec, kilograms) ** ** Nodal coordinates ** *NODE, NSET=N1 1, 0.0, 0.0, 0.0 *NODE, NSET=N13 7, 0.0, 40.0E-2, 0.0 *NGEN, NSET=ENDA 1,7,1 *NCOPY, CHANGENUMBER=700, OLDSET=ENDA, NEWSET=ENDB, SHIFT 100.0E-2, 57.7E-2, 0.0 0.0,0.0,0.0,1.0,0.0,0.0,0.0 *NFILL, NSET=ALLNODES ENDA, ENDB, 14, 50 *NSET, NSET=MIDSPAN, GENERATE 351,357,2 ** ** Element connectivity ** *ELEMENT, TYPE=S8R5, ELSET=PLATE 1, 1,101,103,3,51,102,53,2 *ELGEN, ELSET=PLATE 1, 3,2,1, 7,100,10 ** ************** END OF MESH GENERATION COMMANDS *********** ** ** Physical and material properties ** *SHELL GENERAL SECTION, ELSET=PLATE, MATERIAL=MAT1, ORIENTATION=SKEW 0.8E-2, *ORIENTATION, NAME=SKEW, SYSTEM=RECTANGULAR 100.0E-2,57.7E-2,0.0, -57.7E-2,100.0E-2,0.0 3, 0.0 *MATERIAL, NAME=MAT1 *ELASTIC 30.0E9,0.3 ** ** Local coordinate system ** *TRANSFORM, NSET=ENDB, TYPE=R 100.0E-2,57.7E-2,0.0, -57.7E-2,100.0E-2,0.0 ** ** History data ** *STEP, INC=25, NLGEOM Uniform pressure (20.0 kPa) load *STATIC 0.1, 1.0 ** ** Boundary conditions ** *BOUNDARY ENDA,ENCASTRE ENDB,2,6 ** ** Pressure loads ** *DLOAD PLATE,P,-20000E+0 ** ** Output requests ** *OUTPUT, FIELD, FREQUENCY=2, VARIABLE=PRESELECT *OUTPUT, HISTORY, FREQUENCY=1 *NODE OUTPUT, NSET=MIDSPAN U, *NODE PRINT, NSET=MIDSPAN, FREQUENCY=2 U, *NODE PRINT, SUMMARY=NO, TOTALS=YES, FREQUENCY=2 RF, *EL PRINT, FREQUENCY=0 ********************************** ** OUTPUT FOR ABAQUS QA PURPOSES ********************************** *END STEP