*HEADING BASIC VERIFICATION - MPC TYPE=ELBOW ELEMENT: ELBOW31, TEST TYPE: DYNAMIC ANALYSIS TEST NUMBER: ** ** STEP 1: BENDING LOAD APPLIED - STATIC ** STEP 2: BENDING LOAD REMOVED - DYNAMIC ** ** CASE: 1 (NO MPC) *NODE, NSET=ALL 1, 0.0E+0, 0.0E+0, 0.0E+0 2, 10.0E+0, 0.0E+0, 0.0E+0 4, 20.0E+0, 0.0E+0, 0.0E+0 ** *ELEMENT, TYPE=ELBOW31, ELSET=ALL1 1, 1, 2 2, 2, 4 ** *BEAM SECTION, SECTION=ELBOW, ELSET=ALL1, MATERIAL=MAT 5.0E+0, 0.25E+00 0.E+00, 10.0E+01, 0.000E+00 3, 16, 5 ************************************************************ ** CASE: 2 *NODE, NSET=ALL 101, 0.0E+0, 0.0E+0, 0.0E+0 102, 10.0E+0, 0.0E+0, 0.0E+0 103, 10.0E+0, 0.0E+0, 0.0E+0 104, 20.0E+0, 0.0E+0, 0.0E+0 ** *ELEMENT, TYPE=ELBOW31, ELSET=SEC101 101, 101, 102 *ELEMENT, TYPE=ELBOW31, ELSET=SEC102 102, 103, 104 ** *BEAM SECTION, SECTION=ELBOW, ELSET=SEC101, MATERIAL=MAT 5.0E+0, 0.25E+00, 0.0E+0 0.00E+00, 100.0E+00, 0.000E+00 3, 16, 5 *BEAM SECTION, SECTION=ELBOW, ELSET=SEC102, MATERIAL=MAT 5.0E+0, 0.25E+00, 0.0E+0 0.00E+00, -100.0E+00, 0.000E+00 3, 16, 5 ** *MPC ELBOW, 102, 103 *ELSET,ELSET=elout 1,101 ************************************************************ *MATERIAL, NAME=MAT *ELASTIC 2.1E11, 0.3 *DENSITY 7800.0, ** ** COMPLETELY FIX NODE 1, 101 *BOUNDARY 1, 1,6 101, 1,6 ALL, NODEFORM ** ***************************************************** *STEP, NLGEOM, INC=20 STEP 1: NON LINEAR BENDING LOAD APPLIED (STATIC) ** *STATIC 0.1, 1.0 ** *CLOAD, OP=NEW 4, 2, 1.0E+05 104, 2, 1.0E+05 ** ** *EL PRINT, FREQ=10 S, SF, *NODE PRINT, FREQ=10 U, RF, *EL FILE,FREQ=10,ELSET=elout S, SF, **SINV, COORD, *NODE FILE, FREQ=10 U, RF, *END STEP ***************************************************** *STEP, NLGEOM, INC=500 STEP 2: NON LINEAR BENDING LOAD REMOVED (DYNAMIC) ** *DYNAMIC,HAFTOL=1.0E6 0.001, 0.1,, 0.001 ** *CLOAD, OP=NEW 4, 2, 0.0 104, 2, 0.0 ** ** *EL PRINT, FREQ=50 S, *NODE PRINT, FREQ=50 U, RF, *EL FILE,FREQ=50,ELSET=elout S, SF, **SINV, COORD, *NODE FILE, FREQ=50 U, RF, *END STEP