*HEADING : Test Rigid Body Ouput Variables for all plane stress elements. rigid rotation of 1.57080 rad (90 deg) about Z axis. *RESTART, WRITE, F=999 ** ** linear node/element definitions *NODE, NSET=NALL 1, 1.0, 0.0, 0.0 3, 3.0, 0.0, 0.0 11, 1.0, 2.0, 0.0 13, 3.0, 2.0, 0.0 *ELEMENT, TYPE=CPS4R, ELSET=CPS4R 1, 1, 3, 13, 11 *ELEMENT, TYPE=CPS4, ELSET=CPS4 2, 1, 3, 13, 11 *ELEMENT, TYPE=CPS3, ELSET=CPS3 3, 1, 3, 13 4, 13, 11, 1 *SOLID SECTION, ELSET=CPS4R, MATERIAL=A1 *SOLID SECTION, ELSET=CPS4, MATERIAL=A1 *SOLID SECTION, ELSET=CPS3, MATERIAL=A1 ** ** quadratic node/element definitions *NODE, NSET=NALL 51, 1.0, 0.0, 0.0 52, 2.0, 0.0, 0.0 53, 3.0, 0.0, 0.0 61, 1.0, 1.0, 0.0 62, 2.0, 1.0, 0.0 63, 3.0, 1.0, 0.0 71, 1.0, 2.0, 0.0 72, 2.0, 2.0, 0.0 73, 3.0, 2.0, 0.0 *ELEMENT, TYPE=CPS8R, ELSET=CPS8R 11, 51, 53, 73, 71, 52, 63, 72, 61 *ELEMENT, TYPE=CPS8, ELSET=CPS8 12, 51, 53, 73, 71, 52, 63, 72, 61 *ELEMENT, TYPE=CPS6, ELSET=CPS6 13, 51, 53, 73, 52, 63, 62 14, 73, 71, 51, 72, 61, 62 *SOLID SECTION, ELSET=CPS8R, MATERIAL=A1 *SOLID SECTION, ELSET=CPS8, MATERIAL=A1 *SOLID SECTION, ELSET=CPS6, MATERIAL=A1 *ELEMENT, TYPE=B21, ELSET=BEAM 5, 1, 3 6, 51, 53 *BEAM SECTION, ELSET=BEAM, SECTION=RECT, MATERIAL=A2 2.0, 2.0 *MATERIAL, NAME=A1 *ELASTIC 30.0E6, 0.3 *DENSITY 7.5E-4, *MATERIAL, NAME=A2 *ELASTIC 30.0E9, 0.3 *DENSITY 7.5E-9, *BOUNDARY 1, 1, 2, 0.0 51, 1, 2, 0.0 *INITIAL CONDITION, TYPE=VELOCITY 3, 2, 3.14159 13, 2, 3.14159 11, 1, -3.14159 13, 1, -3.14159 52, 2, 1.57080 53, 2, 3.14159 62, 2, 1.57080 63, 2, 3.14159 72, 2, 1.57080 73, 2, 3.14159 61, 1, -1.57080 62, 1, -1.57080 63, 1, -1.57080 71, 1, -3.14159 72, 1, -3.14159 73, 1, -3.14159 ** *STEP, NLGEOM, AMP=RAMP, INC=100 *DYNAMIC 0.1, 1.0 *CONTROLS, PARAMETER=FIELD ,,,1.0E-1 *BOUNDARY 1, 6, 6, 1.57080 3, 6, 6, 1.57080 51, 6, 6, 1.57080 53, 6, 6, 1.57080 *NODE FILE, F=999 COORD, V, *EL FILE, ELSET=CPS4R, F=999 XC, UC, VC, RI, HC, HO, MASS, VOL, *EL FILE, ELSET=CPS4, F=999 XC, UC, VC, RI, HC, HO, MASS, VOL, *EL FILE, ELSET=CPS3, F=999 XC, UC, VC, RI, HC, HO, MASS, VOL, *EL FILE, ELSET=CPS8R, F=999 XC, UC, VC, RI, HC, HO, MASS, VOL, *EL FILE, ELSET=CPS8, F=999 XC, UC, VC, RI, HC, HO, MASS, VOL, *EL FILE, ELSET=CPS6, F=999 XC, UC, VC, RI, HC, HO, MASS, VOL, *NODE PRINT, F=0 *EL PRINT, F=0 *END STEP