*HEADING VERIFICATION OF SURFACES LOADED WITH UNIFORM PRESSURE LOAD (DSLOAD). ANALYTICAL RESULTS: CPE4R - 400000 CPS4R - 400000 C3D8R - 400000 CPE3 - 400000 CPS3 - 400000 C3D4 - 400000 C3D6 - 400000 S4R - 400000 S3R - 400000 M3D4R - 400000 M3D3 - 400000 SFM3D4R - 400000 SFM3D3 - 400000 CAX3 - 28900000 CAX4R - 28900000 SAX1 - 31420000 B21 - 200000 B31 - 200000 R2D2 - 200000 RAX2 - 32670000 R3D3 - 400000 R3D4 - 400000 *NODE,nset=b21 10005,4.0,0.0 10006,4.0,2.0 *NODE,nset=b22 10007,5.0,0.0 100071,5.0,1.0 10008,5.0,2.0 *NODE,nset=sax1 10009,25.0,0.0 10010,25.0,2.0 *NODE,nset=c3d8r 10011,7.0,0.0,2. 10012,9.0,0.0,2. 10013,9.0,0.0,0.0 10014,7.0,0.0,0.0 10015,7.0,2.0,2. 10016,9.0,2.0,2. 10017,9.0,2.0,0.0 10018,7.0,2.0,0.0 *NODE,nset=cpe4r 10101,10.0,0.0 10102,12.0,0.0 10103,12.0,2.0 10104,10.0,2.0 *NODE,nset=cps4r 10201,13.0,0.0 10202,15.0,0.0 10203,15.0,2.0 10204,13.0,2.0 *NODE,nset=cax4r 10301,22.,0.0 10302,24.,0.0 10303,24.,2.0 10304,22.,2.0 *NODE,nset=s4r 10401,16.0,0.0 10402,18.0,0.0 10403,18.0,2.0 10404,16.0,2.0 *NODE,nset=m3d4r 10501,19.0,0.0 10502,21.0,0.0 10503,21.0,2.0 10504,19.0,2.0 *NODE,nset=sfm3d4r 10701,30.0,0.0 10702,32.0,0.0 10703,32.0,2.0 10704,30.0,2.0 *NODE,nset=r2d2 10601,3.0,0.0 10602,3.0,2.0 *NODE,nset=rax2 10603,26.0,0.0 10604,26.0,2.0 *NODE,nset=r3d3 10605,27.0,3.0 10606,29.0,3.0 10607,29.0,5.0 10608,27.0,5.0 *NODE,nset=r3d4 10609,27.0,0.0 10610,29.0,0.0 10611,29.0,2.0 10612,27.0,2.0 *node,nset=rbrns 10613,25.0,1.0 10614,26.0,1.0 10615,28.0,1.0 10616,28.0,4.0 *node,nset=cpe3 20101,10.0,3.0 20102,12.0,3.0 20103,12.0,5.0 20104,10.0,5.0 *node,nset=cps3 20201,13.0,3.0 20202,15.0,3.0 20203,15.0,5.0 20204,13.0,5.0 *node,nset=c3d4 20011,7.0,3.0,2. 20012,9.0,3.0,2. 20013,9.0,3.0,0.0 20014,7.0,3.0,0.0 20015,7.0,5.0,2. 20016,9.0,5.0,2. 20017,9.0,5.0,0.0 20018,7.0,5.0,0.0 *node,nset=c3d6 30011,7.0,6.0,2. 30012,9.0,6.0,2. 30013,9.0,6.0,0.0 30014,7.0,6.0,0.0 30015,7.0,8.0,2. 30016,9.0,8.0,2. 30017,9.0,8.0,0.0 30018,7.0,8.0,0.0 *node,nset=cax3 20301,22.,3.0 20302,24.,3.0 20303,24.,5.0 20304,22.,5.0 *node,nset=s3r 20401,16.0,3.0 20402,18.0,3.0 20403,18.0,5.0 20404,16.0,5.0 *node,nset=m3d3 20501,19.0,3.0 20502,21.0,3.0 20503,21.0,5.0 20504,19.0,5.0 *node,nset=sfm3d3 20601,30.0,3.0 20602,32.0,3.0 20603,32.0,5.0 20604,30.0,5.0 ** BEAM ELEMENT *ELEMENT, TYPE=B21, ELSET=B2D1ELAS 10003, 10005, 10006 *ELEMENT, TYPE=B22, ELSET=B2D2ELAS 10004, 10007, 100071, 10008 *ELEMENT, TYPE=CPE4R, ELSET=PE2DELAS 10101, 10101, 10102, 10103, 10104 *ELEMENT, TYPE=CPS4R, ELSET=PS2DELAS 10201, 10201, 10202, 10203, 10204 *ELEMENT, TYPE=CAX4R, ELSET=CAXELAS 10301, 10301, 10302, 10303, 10304 *ELEMENT, TYPE=C3D8R, ELSET=S3DELAS 10011, 10011, 10012, 10013, 10014, 10015, 10016, 10017, 10018 *ELEMENT, TYPE=S4R, ELSET=SHEELAS 10401, 10401, 10402, 10403, 10404 *ELEMENT, TYPE=SAX1, ELSET=SAXIELAS 10005, 10009, 10010 ** Membrane *ELEMENT, TYPE=M3D4R, ELSET=MEMBELAS 10501, 10501, 10502, 10503, 10504 *ELEMENT, TYPE=SFM3D4R, ELSET=SURF 10701, 10701, 10702, 10703, 10704 **Triangular elements ** Plane strain *ELEMENT,TYPE=CPE3,ELSET=TRI2DPE 20101,20101,20102,20104 20102,20104,20102,20103 *ELEMENT, TYPE=CAX3,ELSET=TRI2DA 20301,20301,20302,20304 20302,20304,20302,20303 ** Plane stress *ELEMENT,TYPE=CPS3,ELSET=TRI2DPS 20201,20201,20202,20204 20202,20204,20202,20203 ** 3D Triangular elemets, C3D4 *ELEMENT, TYPE=C3D4, ELSET=TRI3D1 20011,20014,20013,20018,20011 20012,20011,20013,20016,20012 20013,20013,20017,20018,20016 20014,20011,20016,20018,20015 20015,20011,20016,20013,20018 ** 3D Triangular elemets, C3D6 *ELEMENT, TYPE=C3D6, ELSET=TRI3D2 30011,30014,30013,30018,30011,30012,30015 30012,30013,30017,30018,30012,30016,30015 ** 2D Axisymmetric Triangular elements ** 2D Triangular membrane elements *ELEMENT,TYPE=M3D3,ELSET=TRI2DM 20501,20501,20502,20504 20502,20504,20502,20503 ** 2D Triangular surface elements *ELEMENT,TYPE=SFM3D3,ELSET=TRISURF 20601,20601,20602,20604 20602,20604,20602,20603 ** 2D Triangular shell elements *ELEMENT,TYPE=S3R,ELSET=TRI2DS 20401,20401,20402,20404 20402,20404,20402,20403 *ELEMENT,TYPE=R2D2,ELSET=RBR2D2 10601,10601,10602 *ELEMENT,TYPE=RAX2,ELSET=RBRAX2 10602,10603,10604 *ELEMENT,TYPE=R3D3,ELSET=RBR3D3 10603,10605,10606,10608 10604,10608,10606,10607 *ELEMENT,TYPE=R3D4,ELSET=RBR3D4 10605,10609,10610,10611,10612 *MATERIAL,NAME=A1ELAS *ELASTIC 193.1E9,0.3 *DENSITY 785, *BEAM SECTION,SECTION=RECT,ELSET=B2D1ELAS,MATERIAL=A1ELAS 0.2,0.2 *BEAM SECTION,SECTION=RECT,ELSET=B2D2ELAS,MATERIAL=A1ELAS 0.2,0.2 *SOLID SECTION,ELSET=S3DELAS,MATERIAL=A1ELAS *SOLID SECTION,ELSET=PE2DELAS,MATERIAL=A1ELAS 2.0, *SOLID SECTION,ELSET=PS2DELAS,MATERIAL=A1ELAS 2.0, *SHELL SECTION,ELSET=SHEELAS,MATERIAL=A1ELAS 0.2, 3 *SHELL SECTION,ELSET=SAXIELAS,MATERIAL=A1ELAS 0.02, 3 *SHELL SECTION,ELSET=TRI2DS,MATERIAL=A1ELAS 0.2, 3 *SOLID SECTION,ELSET=CAXELAS,MATERIAL=A1ELAS *SOLID SECTION,ELSET=TRI2DA,MATERIAL=A1ELAS *SOLID SECTION,ELSET=TRI3D1,MATERIAL=A1ELAS *SOLID SECTION,ELSET=TRI3D2,MATERIAL=A1ELAS *SOLID SECTION,ELSET=TRI2DPE,MATERIAL=A1ELAS 2.0, *SOLID SECTION,ELSET=TRI2DPS,MATERIAL=A1ELAS 2.0, *MEMBRANE SECTION,ELSET=MEMBELAS,MATERIAL=A1ELAS 0.2, *MEMBRANE SECTION,ELSET=TRI2DM,MATERIAL=A1ELAS 0.2, *SURFACE SECTION, ELSET=SURF, DENSITY = 1570 *SURFACE SECTION, ELSET=TRISURF, DENSITY = 1570 *ELSET,ELSET=EALL 10011,10401,10501,20101,20102,20201,20202,20011,20401,20402 10101,10201,20012,20013,20014,20015,30011,30012,20501,10005 10401,10003,10004,10601,10602,10603,10604,10605,10301,20301 *NSET,NSET=BOT 10005,10006,10009,10011,10012,10013,10014,10101,10102 10201,10202,10301,10302,10401,10402,10501,10502 10701,10702,20101,20102,20201,20202 20011,20012,20013,20014,20301,20302,20401,20402,20501,20502 30011,30012,30013,30014,10613,10614,10615,10616,20601,20602 *NSET,NSET=TOP 10007,10008,10010,10015,10016,10017,10018,10103,10104 10203,10204,10303,10304,10403,10404,10503,10504 10703,10704,20103,20104,20203,20204 20015,20016,20017,20018,20303,20304,20403,20404,20503,20504 30015,30016,30017,30018,20603,20604 *BOUNDARY BOT,1,3 TOP,1,3 *nset,nset=nall top,bot *RESTART,WRITE,NUMBER=1 *AMPLITUDE, NAME=RAMP 0.,0.,0.0005,1.0,0.001,1.0 *SURFACE,TYPE=ELEMENT, NAME=SURFACE_2D 10101,s3 10201,s3 20102,s3 20202,s3 *SURFACE,TYPE=ELEMENT, NAME=SURFACE_3D 10011,s2 10401, SNEG 10501, SNEG 10701, SNEG 20013,s3 20014,s3 30012,s4 20502, SNEG 20602, SNEG 20501, SNEG 20601, SNEG 20401, SNEG 20402, SNEG 10603, SNEG 10604, SNEG 10605, SNEG *SURFACE,TYPE=ELEMENT, NAME=SURFACE_AX 20302,s3 10301,s3 10005,SNEG 10602,SNEG *SURFACE,TYPE=ELEMENT, NAME=S20101P3 20101, S3 *SURFACE,TYPE=ELEMENT, NAME=S10101P4 10101, S4 *SURFACE,TYPE=ELEMENT, NAME=S20011P4 20011, S4 *SURFACE,TYPE=ELEMENT, NAME=S20201P3 20201, S3 *SURFACE,TYPE=ELEMENT, NAME=S10201P4 10201, S4 *SURFACE,TYPE=ELEMENT, NAME=S10301P4 10301, S4 *SURFACE,TYPE=ELEMENT, NAME=S20301P3 20301, S3 *SURFACE,TYPE=ELEMENT, NAME=S10011P6 10011, S6 *SURFACE,TYPE=ELEMENT, NAME=S30011P5 30011, S5 *SURFACE,TYPE=ELEMENT, NAME=S20014P4 20014, S4 *SURFACE,TYPE=ELEMENT, NAME=S10005P 10005, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10601P 10601, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10602P 10602, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10603P 10603, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10604P 10604, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10605P 10605, SNEG *SURFACE,TYPE=ELEMENT, NAME=S20502P 20502, SNEG *SURFACE,TYPE=ELEMENT, NAME=S20602P 20602, SNEG *SURFACE,TYPE=ELEMENT, NAME=S20601P 20601, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10401P 10401, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10501P 10501, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10701P 10701, SNEG *SURFACE,TYPE=ELEMENT, NAME=S20501P 20501, SNEG *SURFACE,TYPE=ELEMENT, NAME=S20401P 20401, SNEG *SURFACE,TYPE=ELEMENT, NAME=S20402P 20402, SNEG *SURFACE,TYPE=ELEMENT, NAME=S10003P 10003, S1 *SURFACE,TYPE=ELEMENT, NAME=S10004P 10004, S1 *RIGID BODY,ELSET=RBR2D2,REF NODE=10613 *RIGID BODY,ELSET=RBRAX2,REF NODE=10614 *RIGID BODY,ELSET=RBR3D3,REF NODE=10615 *RIGID BODY,ELSET=RBR3D4,REF NODE=10616 *BOUNDARY 10613, 1,6 10614, 1,6 10615, 1,6 10616, 1,6 ** *NSET, NSET=QA_TEST_ALLNODES b21, b22, sax1, c3d8r cpe4r, cps4r, cax4r, s4r m3d4r, sfm3d4r, r2d2, rax2, r3d3 sfm3d3, r3d4, rbrns, cpe3, cps3 c3d4, c3d6, cax3, s3r m3d3, BOT, TOP, nall ** *STEP *DYNAMIC,EXPLICIT ,0.001 ********LOAD ON HYBRID SURFACES******** *DSLOAD,AMP=RAMP SURFACE_2D,P,100000 SURFACE_3D,P,100000 SURFACE_AX,P,100000 S10601P ,P,-100000. ************************** *FILE OUTPUT, NUM=1 *NODE FILE RF, ***OUTPUT,HISTORY,TIME INTERVAL=0.0 ***NODE OUTPUT,nset=nall **rf, *OUTPUT, FIELD, NUMBER INTERVAL=1 *NODE OUTPUT, NSET=QA_TEST_ALLNODES RF, *OUTPUT,FIELD,VARIABLE=PRESELECT *OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.001 *END STEP *STEP *DYNAMIC,EXPLICIT ,0.001 *DSLOAD,AMP=RAMP,OP=NEW S10101P4,p, 100000. S10201P4,P, 100000. S10011P6,p, 100000. S10401P, p,-100000. S10501P, p,-100000. S10701P, p,-100000. S20101P3,p, 100000. S20201P3,P, 100000. S20011P4,P, 100000. S20014P4,P, 100000. S30011P5,P, 100000. S20502P, P,-100000. S20602P, P,-100000. S20501P, P,-100000. S20601P ,P,-100000. S20401P, P,-100000. S20402P, P,-100000. S20301P3,P, 100000. S10301p4,P, 100000. S10005P, P,-100000. S10601P, P,100000. S10602P, P,-100000. S10603P, P,-100000. S10604P, P,-100000. S10605P, P,-100000. S10003P, P,-100000. S10004P, P,-100000. *FILE OUTPUT, NUM=1 *NODE FILE RF, *OUTPUT, FIELD, NUMBER INTERVAL=1 *NODE OUTPUT, NSET=QA_TEST_ALLNODES RF, *OUTPUT,FIELD,VARIABLE=PRESELECT *OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.001 *END STEP