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APDL Programming buckling FEA C Section Cold Formed Steel
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[QUOTE="gears, post: 6076377, member: 652706"] Hi, I am facing issues with my program. Listed below. This is form my masters project. Also in what way can I connect the filleted surfaces shown in fig by a weld or just load or stress transfer connection.[code] fini /clear /title,C160T2B70-1L /prep7 et,1,shell181 r,1,2 mp,ex,1,1.85e5 mp,nuxy,1,0.3 type,1 mat,1 real,1 k,1,69,19,0 k,2,69,0,0 k,3,0,0,0 k,4,0,159,0 k,5,69,159,0 k,6,69,139,0 k,7,0,0,2500 k,8,71,19,0 k,9,71,0,0 k,10,139,0,0 k,11,139,159,0 k,12,71,159,0 k,13,71,139,0 k,14,139,0,2500 l,1,2 l,2,3 l,3,4 l,4,5 l,5,6 l,3,7 l,8,9 l,9,10 l,10,11 l,11,12 l,12,13 l,10,14 adrag,1,2,3,4,5,,6,,,,,, adrag,7,8,9,10,11,,12,,,,,, afillt,1,2,4 afillt,13,3,4 afillt,14,4,4 afillt,15,5,4 afillt,6,7,4 afillt,17,8,4 afillt,18,9,4 afillt,19,10,4 local,11,1,0,19.5,20,,,90 k,57,5,0 k,58,5,90 k,59,5,180 k,60,5,270 a,57,58,59,60 asba,3,10local,12,1,0,138.5,20,,,90 k,61,5,0 k,62,5,90 k,63,5,180 k,64,5,270 a,61,62,63,64 asba,19,3 local,13,1,0,138.5,2480,,,90 k,65,5,0 k,66,5,90 k,67,5,180 k,68,5,270 a,65,66,67,68 asba,10,3 local,14,1,0,19.5,2480,,,90 k,69,5,0 k,70,5,90 k,71,5,180 k,72,5,270 a,69,70,71,72 asba,19,3 local,15,1,139,19.5,20,,,90 k,73,5,0 k,74,5,90 k,75,5,180 k,76,5,270 a,73,74,75,76 asba,8,3 local,16,1,139,138.5,20,,,90 k,77,5,0 k,78,5,90 k,79,5,180 k,80,5,270 a,77,78,79,80 asba,19,3 local,17,1,139,138.5,2480,,,90 k,81,5,0 k,82,5,90 k,83,5,180 k,84,5,270 a,81,82,83,84 asba,8,3 local,18,1,139,19.5,2480,,,90 k,85,5,0 k,86,5,90 k,87,5,180 k,88,5,270 a,85,86,87,88 asba,19,3 csys,0 esize,5 amesh,all,,, allsel lsel,s,,,11 lsel,a,,,19 lsel,a,,,20 lsel,a,,,21 nsll,s,1 d,all,all,0 lsel,s,,,22 lsel,a,,,24 lsel,a,,,26 lsel,a,,,27 nsll,s,1 d,all,all,0 lsel,s,,,28 lsel,a,,,30 lsel,a,,,32 lsel,a,,,33 nsll,s,1 d,all,all,0 lsel,s,,,67 lsel,a,,,68 lsel,a,,,70 lsel,a,,,71 nsll,s,1 d,all,all,0lsel,s,,,79 lsel,a,,,80 lsel,a,,,81 lsel,a,,,82 nsll,s,1 d,all,all,0 lsel,s,,,75 lsel,a,,,76 lsel,a,,,77 lsel,a,,,78 nsll,s,1 d,all,all,0 lsel,s,,,83 lsel,a,,,84 lsel,a,,,85 lsel,a,,,86 nsll,s,1 d,all,all,0 lsel,s,,,87 lsel,a,,,88 lsel,a,,,89 lsel,a,,,90 nsll,s,1 d,all,all,0 nsel,s,loc,x,4,64 nsel,r,loc,y,0,0 nplot nsel,r,loc,z,0,50 cm,N1,node cmsel,s,N1 d,all,uy,0 allsel nsel,s,loc,x,4,64 nsel,r,loc,y,0,0 nplot nsel,r,loc,z,2450,2500 cm,N2,node cmsel,s,N2 d,all,uy,0 allsel nsel,s,loc,x,0,0 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,0,50 cm,N3,node cmsel,s,N3 d,all,ux,0 allsel nsel,s,loc,x,0,0 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,2450,2500 cm,N4,node cmsel,s,N4 d,all,ux,0 allsel nsel,s,loc,x,0,0 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,0,50 cm,N5,node cmsel,s,N5 d,all,uY,0 allsel nsel,s,loc,x,0,0 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,2450,2500 cm,N6,node cmsel,s,N6 d,all,uY,0 allsel nsel,s,loc,x,4,64 nsel,r,loc,y,158,158 nplot nsel,r,loc,z,849,851 cm,N7,node cmsel,s,N7,node f,N7,fy,-0.01925 allsel nsel,s,loc,x,4,64 nsel,r,loc,y,158,158 nplot nsel,r,loc,z,1649,1651 cm,N8,node cmsel,s,N8,node f,N8,fy,-0.01925 allsel nsel,s,loc,x,74,136 nsel,r,loc,y,0,0 nplot nsel,r,loc,z,0,50 cm,N9,node cmsel,s,N9 d,all,uy,0 allsel nsel,s,loc,x,74,136 nsel,r,loc,y,0,0 nplot nsel,r,loc,z,2450,2500 cm,N10,node cmsel,s,N10 d,all,uy,0 allsel nsel,s,loc,x,139,139 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,0,50 cm,N11,node cmsel,s,N11 d,all,ux,0 allsel nsel,s,loc,x,139,139 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,2450,2500 cm,N12,node cmsel,s,N12 d,all,ux,0 allselnsel,s,loc,x,139,139 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,0,50 cm,N13,node cmsel,s,N13 d,all,uY,0 allsel nsel,s,loc,x,139,139 nsel,r,loc,y,0,158 nplot nsel,r,loc,z,2450,2500 cm,N14,node cmsel,s,N14 d,all,uY,0 allsel nsel,s,loc,x,74,136 nsel,r,loc,y,158,158 nplot nsel,r,loc,z,849,851 cm,N15,node cmsel,s,N15,node f,N7,fy,-0.01925 allsel nsel,s,loc,x,74,136 nsel,r,loc,y,158,158 nplot nsel,r,loc,z,1649,1651 cm,N16,node cmsel,s,N16,node f,N8,fy,-0.01925 allsel /SOLU PSTRES,ON SOLVE FINISH /SOLU ANTYPE,BUCKLE OUTRES,ALL,ALL BUCOPT,LANB,30 SOLVE FINISH /SOLU EXPASS,ON MXPAND,30,,,YES OUTRES,ALL,ALL SOLVE FINISH [/code] [ATTACH=full]232625[/ATTACH] [ATTACH=full]232626[/ATTACH] [ATTACH=full]232627[/ATTACH] [ATTACH=full]232628[/ATTACH] [/QUOTE]
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APDL Programming buckling FEA C Section Cold Formed Steel
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