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[书籍]扩展有限元方法:用于结构断裂分析(2008年英文书籍) [复制链接]

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离线hetang
 

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只看楼主 倒序阅读 使用道具 楼主  发表于: 2009-08-21
EXTENDED FINITE ELEMENT METHOD l%~lz[  
for Fracture Analysis of Structures $wV1*$1NM  
_?`&JF?*  
by khx.yRx  
?Ik4  
Soheil Mohammadi *fnvZw?  
School of Civil Engineering aD9q^EoEs  
University of Tehran (ChD]PWQ  
Tehran, Iran 1J{fXh  
s5D:  
Published by Blackwell Publishing Ltd    2008 G:IP? z]  
.[:VSM7T  
Progressive failure/fracture analysis of structures has been an active research topic for T95t"g?p  
the past two decades. Historically, it has been addressed either within the framework 8 #}D : (  
of continuum computational plasticity and damage mechanics, or the discontinuous y('k`>C  
approach of fracture mechanics. The present form of linear elastic fracture mechanics ; s|w{.<:  
(LEFM), with its roots a century old has since been successfully applied to various kWhr1wR1  
classical crack and defect problems. Nevertheless, it remains relatively limited to simple ]$A(9Pn"  
geometries and loading conditions, unless coupled with a powerful numerical tool such lCIDBBjy^  
as the finite element method and meshless approaches. R)5n 8  
The finite element method (FEM) has undoubtedly become the most popular and .Z\Q4x#!Z  
powerful analytical tool for studying a wide range of engineering and physical problems. SeEw.;Xw  
Several general purpose finite element codes are now available and concepts of v^N`IJq  
FEM are usually offered by all engineering departments in the form of postgraduate W)*p2 #l  
and even undergraduate courses. Singular elements, adaptive finite element procedures, Sk}{E@  
and combined finite/discrete element methodologies have substantially contributed to V'DA[{\*  
the development and accuracy of fracture analysis of structures. Despite all achievements, &GhPvrxI?  
the continuum basis of FEM remained a source of relative disadvantage for hyg8wI  
discontinuous fracture mechanics. After a few decades, a major breakthrough seems i47j lyH  
to have been made by the fundamental idea of partition of unity and in the form of the =*Z5!W'd  
eXtended Finite Element Method (XFEM). Y?K{(szo ?  
This book has been prepared primarily to introduce the concepts of the newly %lw! e  
developed extended finite element method for fracture analysis of structures. An attempt `P}9i@C  
has also been made to discuss the essential features of XFEM for other related R=]d%L8  
engineering applications. The book can be divided into four parts. The first part is dedicated Bv6 K$4  
to the basic concepts and fundamental formulations of fracture mechanics. It lg$zGa?  
covers discussions on classical problems of LEFM and their extension to elastoplastic VT%:zf  
fracture mechanics (EPFM). Issues related to the standard finite element modelling #_i`#d)  
of fracture mechanics and the basics of popular singular finite elements are reviewed "V& I^YSc>  
briefly. hK|j6x f.o  
The second part, which constitutes most of the book, is devoted to a detailed discussion ][&9]omB  
on various aspects of XFEM. It begins by discussing fundamentals of partition x=q;O+7]  
of unity and basics of XFEM formulation in Chapter 3. Effects of various enrichment -0C@hM,wm  
functions, such as crack tip, Heaviside andweak discontinuity enrichment functions are Iu[|<Cx  
also investigated. Two commonly used level set and fast marching methods for tracking 7zemr>sIh  
moving boundaries are explained before the chapter is concluded by examining a K`g7$r)U[  
number of classical problems of fracture mechanics. The next chapter deals with the fCWGAO2  
orthotropic fracture mechanics as an extension of XFEM for ever growing applications Lel|,mc`k2  
of composite materials. A different set of enrichment functions for orthotropic media 4_/?:$KO  
is presented, followed by a number of simulations of benchmark orthotropic problems. ZcJ\ZbE|  
Chapter 5, devoted to simulation of cohesive cracks by XFEM, provides theoretical 9X$ma/P[  
bases for cohesive crack models in fracture mechanics, classical FEM and XFEM. CW&.NT  
The snap-back response and the concept of critical crack path are studied by solving a Pe;Y1Qq>>  
number of classical cohesive crack problems. `=lc<T^  
The third part of the book (Chapter 6) provides basic information on new frontiers n>>Qn&ym  
of application of XFEM. It begins with discussions on interface cracking,which include 8s{?v &p  
classical solutions from fracture mechanics and XFEM approximation. Application of Az;t"  
XFEM for solving contact problems is explained and numerical issues are addressed. V)(R]BK{  
The important subject of dynamic fracture is then discussed by introducing classical Z?5V4F:f  
formulations of fracture mechanics and the recently developed idea of time–space iBTYY{-wF  
discretization by XFEM. New extensions of XFEM for very complex applications of P!G858V(  
multiscale and multiphase problems are explained briefly. ,Wbwg  
The final chapter explains a number of simple instructions, step-by-step procedures ?a(L.3 E  
and algorithms for implementing an efficient XFEM. These simple guidelines, in 2-N 'ya  
combination with freely available XFEM source codes, can be used to further advance @Fp_^5  
the existing XFEM capabilities. _tTNG2  
This book is the result of an infinite number of brilliant research works in the h:Gu`+D>W  
field of computational mechanics for many years all over the world. I have tried to @a:>$t  
appropriately acknowledge the achievements of corresponding authors within the text, ).^}AFta  
relevant figures, tables and formulae. I am much indebted to their outstanding research -h|B1*mt  
works and any unintentional shortcoming in sufficiently acknowledging them is sincerely F8:vDv  
regretted. Perhaps such a title should have become available earlier by one of )G^ KDj"  
the pioneers of the method, i.e. Professor T. Belytschko, a shining star in the universe ,EGQ@:3/  
of computational mechanics, Dr J. Dolbow, Dr N. Mo¨es, Dr N. Sukumar and possibly R\@/U=iqR  
others who introduced, contributed and developed most of the techniques. {!t7[Ctb  
I would like to extend my acknowledgement to Blackwell Publishing Limited, scLn=  
for facilitating the publication of the first book on XFEM; in particular N. Warnock- ZOCDA2e(j  
Smith, J. Burden, L. Alexander, A. Cohen and A. Hallam for helping me throughout U4aU}1RKz  
the work. Also, I would like to express my sincere gratitude to my long-time friend, Ez|oN,  
Professor A.R. Khoei, with whom I have had many discussions on various subjects of /DQaGq/Ld  
computational mechanics, including XFEM. Alsomy special thanks go tomy students: 8_<4-<}P:  
Mr A. Asadpoure, to whom I owe most of Chapter 4, Mr S.H. Ebrahimi for solving }J">}j]/  
isotropic examples in Chapter 3 and Mr A. Forghani for providing some of the results 3b'QLfU&#  
in Chapter 5. WmY``  
This book has been completed on the eve of the new Persian year; a ‘temporal ojyIQk+  
interface’ between winter and spring, and an indication of the beginning of a blooming if|+EN%  
season for XFEM, I hope. ?HF%(>M  
Finally, I would like to express my gratitude to my family for their love, understanding "j;4 k.`h  
and never-ending support. I have spent many hours on writing this book; hours MjlP+; !  
that could have been devoted to my wife and little Sogol: the spring flowers that inspire 8V^oP] Y  
the life. 0U%f)mG  
Soheil Mohammadi W`\R%>$H  
Tehran, Iran g35DV6  
Spring 2007
荷塘月色
离线sdjzuzdh01

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只看该作者 1楼 发表于: 2009-08-21
下载学习学习,谢谢提供分享
离线ymcheng

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只看该作者 2楼 发表于: 2009-08-21
thanks a lot
离线lilinsheng10
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只看该作者 3楼 发表于: 2009-10-13
很不错,谢谢!
离线feilongtrp

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只看该作者 4楼 发表于: 2009-10-13
谢谢       
离线yuran_ok

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只看该作者 5楼 发表于: 2009-10-13
thank you,楼主好人
离线cookbj

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只看该作者 6楼 发表于: 2009-11-04
     ZF!h<h&,  
p $S*dr  
;AG8C#_  
谢谢斑竹
离线wwhite

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只看该作者 7楼 发表于: 2009-11-28
I0O-HO-T-JOUYRSIO8YPO907P780[
离线wwhite

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只看该作者 8楼 发表于: 2009-11-28
EETGREYTEU7IO86O97O97
离线yuzhong

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只看该作者 9楼 发表于: 2009-12-12
下载学习 #NQMy:JHD)  
谢谢分享
离线sjzdh01

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只看该作者 10楼 发表于: 2009-12-13
期待下载,谢谢楼主提供的资料的资料
离线土大师

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只看该作者 11楼 发表于: 2009-12-13
下载学习学习,谢谢提供分享     
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