ࡱ> fhe RCbjbjSS2d11((84&"""VVV%%%%%%%$(]+h&9VVVVV&""4K&V""%V%V|$@@%"DT($ %a&0&$x+r5/@%@%+L/$T%VVVVVVV&&>pVVV&VVVV5/VVVVVVVVV(, T:  Ym_l'Yf[xvzu zYef['Y~ N0W,g`Q zS2421003_b |*zz*)Yf[b_f[g Qf[g-Ne z Ty gPCQtSvQ^(uc-Nee z TyTheory of Finite Element Method and its ApplicationsNYe^1vOfLyYec]\OS0096006E-mailtaowm@zju.edu.cnT|5u݋13336049796NYe^2s[mLyYec]\OSE-mailhtw@zju.edu.cnT|5u݋Kb:g 15267461435Q;`f[epeSvQRM1f[R16f[e f[32[vQNf[Rpe28he_g+g'Y\ON+ՋN0 zQ[-Ne{N N\N300W[ ,g z;Nc gPCQlvW,gtSvQ(WT{|VSORf[-Nv[sel v^NN~Ǒ(u gPCQoNYABAQUS ㉳Q[E] zvW,g`Tel0 z;NQ[Sb1 gPCQli_S^(u{N ;NN~ gPCQlvSU\SS0[E^(urQT;N gPCQFUNoN2 9_'`Rf[e zSv^1_b__{N3 N N҉b_USCQ:NO gPCQlN,Ǐ z MOy!j_Te z^z 6e[e'`QR4 N~0 N~~'` gPCQel SbUSCQg 0e zv^zTBl0Rg5 1u/cRTRRv^ gPCQl6 ^~'` gPCQvR{|SN,l ^~'`ޏ~N(Rf[W@xt7 Pge^~'` gPCQ8 QUO^~'` gPCQ9 H\fTc gPCQ0  N0 zQ[Ye{N This course introduces fundamental theory of finite element method and its applications to solid mechanics and engineering problems. The topics include: 1) fundamentals of finite element method and applications, overview of the development of FEM and main commercial software. 2) introductions of equations and their weak formula of theory of elasticity. 3) using triangular element to formulating FEM formula, including assumption of displacement trial functions and formulating corresponding algebra equations. 4) 2D/3D FEM, construction of elements and equations. 5) FEM for free vibration and dynamic response. 6) nonlinear finite element methods: types and solution. Fundamentals of nonlinear continuum mechanics. 7) FEM for nonlinear material problems. 8) FEM for geometrical nonlinear problems. 9) FEM for buckling and contact problems. ,6DFT`nt " $ 6 < D H T b v  * @ h\h .h>OJQJo(5h .hb B*OJQJaJfHo(ph333q 5h .hHB*OJQJaJfHo(ph333q hb o(3hHB*OJPJQJaJfHo(ph333q hHo(h .h>OJQJ\o(,h .hHOJQJaJfHo(q h>o(h>5CJo(h>5CJaJo($,6FTblv$If $$Ifa$d@&$da$ vx6-'-$If $$Ifa$kd$$Ifl3ֈ, y`%LLMMMM t0%644 la$ & ( SJJ $$Ifa$kd$$Ifl43\`%LMM t0%644 laf4$If( * 6 > D J T d YPJP>PJ $IfWD`$If $$Ifa$kd6$$Ifl43\`%LMM t0%644 laf4d f v 6--- $$Ifa$kd$$Ifl3ֈ, y`%LLMMMM t0%644 la VMMAM $IfWD` $$Ifa$kdl$$Ifl3\`%LMM t0%644 la$If  0' $$Ifa$kd$$Ifl3ֈ, y`%LLMMMM t0%644 la$If * B D l n t v x Mkd$$Ifl3\`%L  t0%644 la$If $$Ifa$x z | ~ *$$Ifkd:$$Ifl4Yֈ, y`%LLMMMM t0%644 laf4 $$Ifa$ $$Ifa$@     0 4 < P ǬǑǑvǬ[5hahaB*OJQJaJfHo(ph333q 5h .hN]B*OJQJaJfHo(ph333q 5h .hpeB*OJQJaJfHo(ph333q 5h .haB*OJQJaJfHo(ph333q 5h .hG#;B*OJQJaJfHo(ph333q hao( hpeo(h>5CJo( hb o( h>o( 3*$*$If $$Ifa$kd$$Ifl4Yֈ, y`%LLMMMM t0%644 laf4 *kdr$$Ifl4Yֈ, y`%LLMMMM t0%644 laf4 $$Ifa$ $If $$Ifa$ 3*$*$If $$Ifa$kd$$Ifl4Yֈ, y`%LLMMMM t0%644 laf4 *kd$$Ifl4Yֈ, y`%LLMMMM t0%644 laf4 $$Ifa$  MA $d$Ifa$kdF$$Ifl3\, y`%LLM t0%644 la$If $$Ifa$ , ~ +-9:̱̖{mh_ZUQUQUQULULGBGB hPxo( h8o( h[o(h8m h8mo( hao(h>5CJo( h>o(h .h>OJQJaJo(5h .hpeB*OJQJaJfHo(ph333q 5h .hG#;B*OJQJaJfHo(ph333q 5h .hPxB*OJQJaJfHo(ph333q 5h .haB*OJQJaJfHo(ph333q /haB*OJQJaJfHo(ph333q  XO d$Ifzkd$$Ifl0`%L t0%644 la $d$Ifa$$d$Ifa$gdped$IfWD`gdpe:be $;=st>>X>^>>b?d?h???????@@@@N@R@T@p@AA Aùݴ蘊|h .h>OJQJaJo(h .hOJQJaJo(-h .hOJQJ^JaJfHq ho( h6Lo(h-h-OJo( h6LOJo( h>OJo( h-OJo( hao(h>5CJo(U h>o(hPx hPxo(h8 h8o(0 !>Z>\>ymdd d$If $d$Ifa$zkdg$$IflF 0`%L t0%644 la d$IfgdPxV0YwƋbHQO zBlPgeRf[09_'`Rf[0^~'`ޏ~N(Rf[0~'`Npe0pey. Ted Belytschko. Nonlinear finite elements for continua and structures. John Wiley &Sons, Ltd, 2014. N0SfNvsRb. gPUSCQl. O.C.Zienkiewicz,R.L.Taklor. The finite element methodskQ0Yef[eScQ[~N~h [0QQvb;N hT!kYef[Q[SbXc0[00ՋI{ Yl1 gPCQli_S^(u{N 9_'`Rf[{N2 gPCQlN,Ǐ z MOy!j_Te z^z 6e[e'`QR3USCQg TRg N~0 N~~'` gPCQel41u/cRTRR gPCQl5^~'`ޏ~N(Rf[W@x6Pge^~'` gPCQQUO^~'` gPCQ8H\fTc gPCQ ]N0Yl     PAGE  \>^>>d?@yeedh<$IfWD`gd- $d$Ifa$zkd$$Ifl0`%L t0%644 la@@@T@AAyppp d$If $d$Ifa$zkdu $$Ifl 0`%L t0%644 laA A.AHAAypp d,$If $d$Ifa$zkd $$Ifl0`%L t0%644 la A.A4A8ABAFAHAAAAA:BBTBbBfBhBjBlBBBBBBĪcG@c@ h>CJo(7hpeB*CJOJPJQJaJfHo(ph333q 7hb B*CJOJPJQJaJfHo(ph333q hpeo( h>o( ho(7hB*CJOJPJQJaJfHo(phq 3h>B*CJOJQJaJfHo(ph"""q 3hB*CJOJQJaJfHo(ph"""q 0hB*CJOJQJaJfHph"""q h>5CJo(AAAB2B8Bsss $dh$Ifa$d@&zkd $$Ifl0`%L t0%644 la8B:B>BdBfBocTc$dh$Ifa$gdpe $dh$Ifa$kd $$IflwF]$F t0%6    44 lafBhBlBBBocTc$dh$Ifa$gdb $dh$Ifa$kd $$IflF]$F t0%6    44 laBBBBBoccc $dh$Ifa$kd> $$IflF]$F t0%6    44 laBBBBBBBBBBBCCCCC0C2C4C8CLCNCPCRCVCnCpCrCtC~CCCCCCCCCCCCCCCCCCCҰר h>0Jo(h> h>0Jjh>0JUhXjhXUh>5CJo( hpeCJo(hpeCJ\o(h>CJ\o( hpeo( h>o( h>CJo(7hpeB*CJOJPJQJaJfHo(ph333q /BBBBBoccc $dh$Ifa$kd $$IflF]$F t0%6    44 laBBBCCoccc $dh$Ifa$kdr $$IflF]$F t0%6    44 laCCC2C4Coccc $dh$Ifa$kd $$IflF]$F t0%6    44 la4C6C8CNCPCoccc $dh$Ifa$kd$$IflF]$F t0%6    44 laPCRCVCpCrCo``T $dh$Ifa$$dh$Ifa$gd .kd@$$IflF]$F t0%6    44 larCtCvCCCCCCCCCCoiiggggggggd@&kd$$IflF]$F t0%6    44 la CCCCCCCCCd@&h]h&`#$0182P. A!"#7$7% $$If!vh#vL#vM:V l3 t0%6,5L5M$$If!vh#vL#v#vM:V l43 t0%6++,5L55Mf4$$If!vh#vL#v#vM:V l43 t0%6++,5L55Mf4$$If!vh#vL#vM:V l3 t0%6,5L5M$$If!vh#vL#v#vM:V l3 t0%6,5L55M$$If!vh#vL#vM:V l3 t0%6,5L5M$$If!vh#vL#v #v#v :V l3 t0%6,5L5 55 $$If!vh#vL#vM:V l4Y t0%6++,5L5Mf4$$If!vh#vL#vM:V l4Y t0%6++,5L5Mf4$$If!vh#vL#vM:V l4Y t0%6++,5L5Mf4$$If!vh#vL#vM:V l4Y t0%6++,5L5Mf4$$If!vh#vL#vM:V l4Y t0%6++,5L5Mf4$$If!vh#vL#vM#v:V l3 t0%6,5L5M5$$If!vh#vL#v:V l t0%6,5L5$$If!vh#vL#v:V lF t0%6,5L5$$If!vh#vL#v:V l t0%6,5L5$$If!vh#vL#v:V l t0%6,5L5$$If!vh#vL#v:V l t0%6,5L5$$If!vh#vL#v:V l t0%6,5L5$$If!vh#v#v#vF :V lw t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F $$If!vh#v#v#vF :V l t0%6,555F z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*z?KǼ(*b 666666666vvvvvvvvv666666>6666666666666666666666666666666666666666666666666hH6666666666666666666666666666666666666666666666666666666666666666662 0@P`p2( 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p8XV~PJ_HmH nHsH tHJ`J cke $1$a$ CJKH_HaJmH nHsH tH:@: h 1$d@& 5CJ\T@"T h 2$$d@&5CJ OJPJQJaJ$A`$ ؞k=W[SOFi@F 0nfh*B*ph8YB8 ech~gV-D M PK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭Vxjm)ʬuWLfdݮ+5_4csj-V?k3rm}gz gs嚋7xwsȈR W*)|jȫKXͫ dXIBF؇bnh ( *'vɗ3KZjz'c*_=}<9ݻw~]8^~_o?xYýg~^G}J0Emh=Ԅ Ξa>s$-, Oɠ=Hp Ua/ UO d*:(.fTU/!9$V[|hrvs-iUt. 6ڪ4Cebs)bMjBekp um,fd$͑{6GUVf~b#Vb@qTTW.ޛd)i@vdq9Y^X7{2%uHx+af6]>f#sm*qqDHehK)@?71oggo`:fղekp£2֌Nj8ǰD CB?81e>nEeU}H]dm1iQ6褣֧ d @ : ABC %*v( d  x  \>@AA8BfBBBBC4CPCrCCC "#$&'()+,-./01 !@ @H 0(  0(  B S  ?#)*,1578<BCKMQRTV\ "-KMTV]_dgjnoquwy  COgwy!./4P]cd%,-.35OY "#9:<@KWot'*9>=F "333333ss3*17:<CR "7Cjuwy K[z{HJKKYY@@RRS:D"pGc$a"\^`\)H\H^H`\)\^`\.\^`\.4\4^4`\) \ ^ `\.| \| ^| `\. \ ^ `\)\^`\.hh^h`o(()H\H^H`\)\^`\.\^`\.4\4^4`\) \ ^ `\.| \| ^| `\. \ ^ `\)\^`\.h^`CJOJQJo(h H\H^H`\OJQJo(nh \^`\OJQJo(uh \^`\OJQJo(lh 4\4^4`\OJQJo(nh  \ ^ `\OJQJo(uh | \| ^| `\OJQJo(lh  \ ^ `\OJQJo(nh \^`\OJQJo(uS"pGc$a         ҄        o,(        /b Gx4 G#;7=>fQape8m sa\wPx@&{[H ."-X8N]z6LaF@CLLL4! @>Unknown G*Ax Times New Roman5Symbol3. *Cx Arial;([SOSimSun1. R<(_oŖў;" Helvetica;= |8ўSOSimHei;WingdingsA$BCambria Math 1hJGJG(SS!-!),.:;?]}    & 6"0000 0 0 00000 =@\]^([{  0 0 00000;[72 3qHX $P@&{2!xx xvzu|T^ۏU\`QS NNek[eeHha Windows (u7b*7RChoOX)LV[`c-3y;t $4PDT d t oP$4DTdt i Z'`IZ'   Oh+'0l   ( 4 @LT\d,оƷνչһʵʩaNormalWindows û2Microsoft Office Word@F#@0'Vz@.S(@.S(S՜.+,0 X`lt|    !"#$%&'()*+,-./012456789:;<>?@ABCDEFGHIJKLMNOPQRSTVWXYZ[\^_`abcdgRoot Entry FST(iData 31Table=M/WordDocument2dSummaryInformation(UDocumentSummaryInformation8]CompObjn  FMicrosoft Word 97-2003 ĵ MSWordDocWord.Document.89q