*HEADING : DYNAMIC PRESSURE AND CLOSED-END BUOYANCY [PIPE21] AIRY WAVES AND *DYNAMIC, EXPLICIT PROCEDURE -- 50 ELEMENTS WITH PB AND PARTIAL SUBMERGENCE -- 1 ELEMENT WITH TSB EPR SOLUTION: 8307 LBS., TOTAL MAX. VERTICAL LOAD ABAQUS SOLUTION: 8310 LBS., TOTAL MAX. VERTICAL LOAD *********** ** /Post journal file: ** ** results,fil=.fil ** read curve,name=rf_pb ,var=rf3,node=n_pb,sum ** read curve,name=rf_tsb,var=rf3,node=500 ** disp ** rf_pb ** rf_tsb ** *********** *********** ** Aqua parameters: ** ** Water depth - 1000 ** Seabed - 100 ** Still water - 1100 ** Steady current - (0,0,0) No steady current ** Density - 2.0 ** Gravity const - 32.2 ** *AQUA 100., 1100., 32.2, 2.0 0., 0., 0., 0. 0., 0., 0., 1100. *********** *********** ** Wave parameters (Airy): ** ** Wave amplitude - 50 (height = 100) ** Wave period - 15 ** Phase angle - 0 ** Wave direction - (1,0,0) ** *WAVE,TYPE=AIRY,WAVE PERIOD 50,15.,0., 1.,0.,0. *********** *********** *NODE 1,0.,1000. 51,0.,1175. *NODE,NSET=N_TSB 500,0.,1000. 501,0.,1001. *NGEN,NSET=N_PB 1,51,1 *NSET, NSET=N_PB_END 1 *ELEMENT,TYPE=PIPE21 1,1,2 *ELGEN,ELSET=E_PB 1,50,1,1 *BOUNDARY N_PB,1,6 *RESTART,WRITE *BEAM SECTION,SECTION=PIPE,MATERIAL=MAT1,ELSET=E_PB 1.0,0.25 0.,-1.,0. *ELEMENT,TYPE=B21,ELSET=CLOAD 500,500,501 *BEAM SECTION,SECTION=CIRC,MATERIAL=MAT1,ELSET=CLOAD 1.0, 0.,-1.,0. *BOUNDARY 500,1,6 *MATERIAL,NAME=MAT1 *ELASTIC 1.E6, *DENSITY 1.0E6, *AMPLITUDE, NAME=GRADUAL, DEFINITION=SMOOTH STEP 0.0, 0.0, 1.0, 1.0, 15.0, 1.0 ** ------------------------------------------- ** Dynamic pressure test. ** ------------------------------------------- *STEP Dynamic pressure test. *DYNAMIC, EXPLICIT ,15 *DLOAD, AMPLITUDE=GRADUAL E_PB,PB, 1.0 , 1.1283792 **el,PB, amag0, Diameter (2/sqrt(pi) = area of 1) *CLOAD, AMPLITUDE=GRADUAL 500, TSB, 1.0, 1.0, 0.,-1. **node,TSB,amag0,area, normal ** *OUTPUT, FIELD *NODE OUTPUT RF ** *OUTPUT, HISTORY, VARIABLE=PRE ** *OUTPUT, HISTORY *NODE OUTPUT,NSET=N_PB_END RF, *NODE OUTPUT,NSET=N_TSB RF, *END STEP