Nonlinear Analysis of a Simply Supported Beam

Nonlinear Analysis of a Simply Supported Beam -...

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Sheet1 Page 1 /FILENAME,MATERIAL_NL01 /TITLE,PLASTIC REGION ANALYSIS /PREP7 BLC4,0,0,0.3,0.04 ! ¸ðµ¨Á¤ÀÇ ET,1,183 ! PLANE183 : 2-D 8NODE OR 6NODE STRUCTURAL SOLID KEYOPT,1,3,3 KEYOPT,1,6,1 R,1,0.04 MP,EX,1,190E9 MP,NUXY,1,0.32 *IF,MYMAT,EQ,1,THEN ! MYMAT°¡ 1À̸é TB,BISO,1,1 TBMODIF,1,1,25 TBMODIF,2,1,520E6 TBMODIF,3,1,2.07E9 TBPLOP,BISO,1, *ELSEIF,MYMAT,EQ,2 TB,MISO,1 TBMODIF,,0.00273684,5200E5 TBMODIF,,0.004,5220E5 TBMODIF,,0.006,5255E5 TBMODIF,,0.008,5290E5
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Unformatted text preview: TBMODIF,,0.01,5325E5 TBPLOP,MISO,1, *ENDIF LESIZE,2,,,13,,,,,1 LESIZE,4,,,13,,,,,1 ESIZE,0.005 AMESH,ALL /SOLU DK,1,,,,0,ALL DK,2,,,,0,UY DISP_N=NODE(0.15,0.04,0) D,DISP_N,,-0.008,,,,UY ALLSEL SOLCONTROL,ON TIME,1 NSUBST,100 AUTOTS,OFF OUTRES,,ALL SOLVE MYMAT=1 ! MYMAT . 1~4 - Sheet1 Page 2 FINISH /POST1 /CONT,1,1,520000000,,5200000000 PLNSOL,S,EQV...
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This note was uploaded on 01/20/2010 for the course ME ma taught by Professor Han during the Spring '10 term at Hanyang University.

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Nonlinear Analysis of a Simply Supported Beam -...

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