6.3.3
鍛戒护娴佹ā寮?/p>
/PREP7
锛佸畾涔夋爣棰?/p>
/TITLE, TRANSVERSE SHEAR STRESSES IN A CANTILEVER BEAM
ANTYPE,STATIC
ET,1,SHELL99,,,,,2,4
! 8-NODE
澹冲崟鍏?/p>
PRINTOUT
R,1,4,1
!
鍥涘眰杞村绉板３
RMORE
RMORE,1,,0.5,1,,0.5
!
绛夊帤搴?/p>
MP,EX,1,30E6
MP,NUXY,1,0
/COM
--- INPUT
FAILURE STRESSES FOR MATERIAL #1 ---
/COM
--- COMPRESSION VALUES ARE LEFT TO DEFAULT
---
TB,FAIL,1
TBTEMP,,CRIT
TBDATA,1,0,0,1
!
浣跨敤
TSAI-WU
鐮村潖鍑嗗垯
TBTEMP,0
锛佸畾涔夌牬鍧忓簲鍔?/p>
TBDATA,10,25000
TBDATA,12,3000
TBDATA,14,5000
TBDATA,16,500
N,1
N,3,,1
FILL
NGEN,11,3,1,3,1,1
E,1,7,9,3,4,8,6,2
EGEN,5,6,-1
NSEL,S,LOC,X
锛侀�夋嫨鑺傜偣
D,ALL,ALL
NSEL,S,LOC,X,10
CP,1,UZ,ALL
锛佽�﹀悎鑺傜偣
NSEL, R, LOC, Y
F,ALL,FZ,10000
锛佹柦鍔犻泦涓姏
NSEL,ALL
OUTPR,,1
FINISH
/SOLU
SOLVE
FINISH
锛佸悗澶勭悊
/POST1
ETABLE,NX,SMISC,7
ETABLE,FC,NMISC,1
ETABLE,FCMX,NMISC,2
ETABLE,FCLN,NMISC,3
ETABLE,ILMX,NMISC,4