鋼筋混凝土梁ansys分析.doc

鋼筋混凝土梁ansys分析.doc

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時(shí)間:2020-04-01

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1、命令流:/FILENAME,RC-BEAM/TITLE,ALALYSISOFARC-BEAM/PREP7ET,1,LINK8ET,2,SOLID65R,1,28.3E-6,,R,2,113.1E-6,,R,3,314.1E-6,,R,4,MP,EX,1,2.1E11MP,PRXY,1,0.3TB,BKIN,1,1,2,1TBDATA,,2.1E8,0.0MP,EX,2,2.55E10MP,PRXY,2,0.3TB,KINH,2,1,8,TBTEMP,0TBPT,,0.0001,0.936E6TBPT,,0.0003,2.664E6TBPT,,0.0006,4.896E6TBPT,,0.0009

2、,6.696E6TBPT,,0.0012,8.064E6TBPT,,0.0016,9.216E6TBPT,,0.002,9.6E6TBPT,,0.0033,9.6E6TB,CONC,2,1,9,TBDATA,,0.3,0.55,1.5e6,-1BLOCK,0.0,3.0,0.0,0.4,0.0,-0.2/VIEW,1,1,2,3/REP,FASTLPLOT/PNUM,LINE,1/REPLOTVATT,2,4,2LSEL,S,LINE,,4,5,1LSEL,A,LINE,,2,7,5LESIZE,ALL,0.05LSEL,INVELESIZE,ALL,0.025LSEL,ALLVMESH,AL

3、LNSEL,S,LOC,X,0.125,0.175NPLOT/VIEW,1,1/REP,FAST/PNUM,NODE,1/REPLOTTYPE,1MAT,1REAL,1*DO,I,3349,3354,1E,I,I+1*ENDDO*DO,I,3355,3446,7E,I,I+7*ENDDO*DO,I,3452,3447,-1E,I+1,I*ENDDO*DO,I,3447,3356,-7E,I,I-7*ENDDOESEL,S,TYPE,,1EGEN,19,315,ALL,,,,,,,,0.15,0.0,0.0,ALLSEL,ALLTYPE,1MAT,1REAL,2*DO,I,3145,9130,1

4、05E,I,I+105*ENDDOESEL,R,REAL,,2EGEN,3,-3,ALL,,,,,,,,0.0,0.0,-0.075ALLSEL,ALLTYPE,1MAT,1REAL,3*DO,I,3237,9222,105E,I,I+105*ENDDOESEL,R,REAL,,3EGEN,2,6,ALL,,,,,,,,0.0,0.0,0.15,ALLSEL,ALLESEL,S,TYPE,,1EPLOT/VIEW,1,1,2,3/REPNSEL,S,LOC,Y,0.19,0.21NSEL,R,LOC,X,-0.01,0.01D,ALL,ALLALLSEL,ALLNSEL,S,LOC,Y,0.1

5、9.0.21NSEL,R,LOC,X,2.99,3.01D,ALL,ALLALLSEL,ALLNSEL,S,LOC,Y,0.39,0.41SF,ALL,PRES,50000ALLSEL,ALLFINI/SOLUANTYPE,0NLGEOM,1NROPT,FULL,,EQSLV,SPAR,,0,TIME,1.0AUTOTS,1NSUBST,100,200,50,1KBC,0CNVTOL,U,0.03,0,,NEQIT,50,PRED,ON,,ONOUTRES,ALL,ALLSOLVEFINI/POST1SET,LAST/DSCALE,1,100/REPLOTPLDISP,2PLNSOL,U,Y,

6、0.1PLCRACK,0.0FINISH

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