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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 x]+KO)I  
for Fracture Analysis of Structures ef ;="N  
!4.^@^L|\  
by sW3D ( n  
/2V',0  
Soheil Mohammadi @z JZoJL]J  
School of Civil Engineering Z5a@fWU  
University of Tehran  y] r~v  
Tehran, Iran aYCzb7  
r_Yl/WW  
Published by Blackwell Publishing Ltd    2008 ssbyvzQ  
nln[V$   
Progressive failure/fracture analysis of structures has been an active research topic for G.ARu-2's  
the past two decades. Historically, it has been addressed either within the framework @gGuV$Mw  
of continuum computational plasticity and damage mechanics, or the discontinuous X.Y)'qSf  
approach of fracture mechanics. The present form of linear elastic fracture mechanics F(fr,m3  
(LEFM), with its roots a century old has since been successfully applied to various `rJ ~*7-  
classical crack and defect problems. Nevertheless, it remains relatively limited to simple g)6 k?Y  
geometries and loading conditions, unless coupled with a powerful numerical tool such He;%6OG{  
as the finite element method and meshless approaches. I2!HXMrp  
The finite element method (FEM) has undoubtedly become the most popular and PCnJ2  
powerful analytical tool for studying a wide range of engineering and physical problems. X1qj l_A  
Several general purpose finite element codes are now available and concepts of Y6;9j=[  
FEM are usually offered by all engineering departments in the form of postgraduate .Tqvy)'  
and even undergraduate courses. Singular elements, adaptive finite element procedures, v") W@haU  
and combined finite/discrete element methodologies have substantially contributed to V+5 n|L5  
the development and accuracy of fracture analysis of structures. Despite all achievements, y'wW2U/ 1-  
the continuum basis of FEM remained a source of relative disadvantage for :@A;!'zpL  
discontinuous fracture mechanics. After a few decades, a major breakthrough seems !)3Su=*R  
to have been made by the fundamental idea of partition of unity and in the form of the 3o/ a8  
eXtended Finite Element Method (XFEM). Z'm%3  
This book has been prepared primarily to introduce the concepts of the newly {v/6|  
developed extended finite element method for fracture analysis of structures. An attempt TBfl9Q  
has also been made to discuss the essential features of XFEM for other related / hdl  
engineering applications. The book can be divided into four parts. The first part is dedicated LbI])M  
to the basic concepts and fundamental formulations of fracture mechanics. It b:I5poI3  
covers discussions on classical problems of LEFM and their extension to elastoplastic ]-L E'Px|  
fracture mechanics (EPFM). Issues related to the standard finite element modelling 0DT2qM[,  
of fracture mechanics and the basics of popular singular finite elements are reviewed ?|YQtY  
briefly. 3? CpylCO  
The second part, which constitutes most of the book, is devoted to a detailed discussion iL' ]du<wk  
on various aspects of XFEM. It begins by discussing fundamentals of partition G"sc;nT  
of unity and basics of XFEM formulation in Chapter 3. Effects of various enrichment kakWXGeR  
functions, such as crack tip, Heaviside andweak discontinuity enrichment functions are F>R)~;Ja  
also investigated. Two commonly used level set and fast marching methods for tracking p5t#d)  
moving boundaries are explained before the chapter is concluded by examining a 'E8Qi'g  
number of classical problems of fracture mechanics. The next chapter deals with the pra&A2Y\  
orthotropic fracture mechanics as an extension of XFEM for ever growing applications r_RTtS#  
of composite materials. A different set of enrichment functions for orthotropic media r(CL=[  
is presented, followed by a number of simulations of benchmark orthotropic problems. t^;Fq{>  
Chapter 5, devoted to simulation of cohesive cracks by XFEM, provides theoretical N |L5Ru  
bases for cohesive crack models in fracture mechanics, classical FEM and XFEM. iPYlTV  
The snap-back response and the concept of critical crack path are studied by solving a [+7X&B  
number of classical cohesive crack problems. o[6"XJ  
The third part of the book (Chapter 6) provides basic information on new frontiers &}=,8Gt1G  
of application of XFEM. It begins with discussions on interface cracking,which include 5R G5uH/-<  
classical solutions from fracture mechanics and XFEM approximation. Application of L KR,CPz  
XFEM for solving contact problems is explained and numerical issues are addressed. ?y@pR e$2  
The important subject of dynamic fracture is then discussed by introducing classical FEswNB(]*  
formulations of fracture mechanics and the recently developed idea of time–space l(4./M  
discretization by XFEM. New extensions of XFEM for very complex applications of ~,7R*71  
multiscale and multiphase problems are explained briefly. !qve1H4d2  
The final chapter explains a number of simple instructions, step-by-step procedures hIr^"kVK  
and algorithms for implementing an efficient XFEM. These simple guidelines, in >maz t=,  
combination with freely available XFEM source codes, can be used to further advance iiB$<b.((I  
the existing XFEM capabilities. v]S8!wU  
This book is the result of an infinite number of brilliant research works in the 8[IifF1M=&  
field of computational mechanics for many years all over the world. I have tried to 5LH ]B  
appropriately acknowledge the achievements of corresponding authors within the text, 9DE)5/c`v  
relevant figures, tables and formulae. I am much indebted to their outstanding research g<3>7&^  
works and any unintentional shortcoming in sufficiently acknowledging them is sincerely @eU/g![u  
regretted. Perhaps such a title should have become available earlier by one of E zUjt)wF  
the pioneers of the method, i.e. Professor T. Belytschko, a shining star in the universe C}E ea~  
of computational mechanics, Dr J. Dolbow, Dr N. Mo¨es, Dr N. Sukumar and possibly UeQ% (f  
others who introduced, contributed and developed most of the techniques. 7^X_tQf  
I would like to extend my acknowledgement to Blackwell Publishing Limited, a,9GSKXo1  
for facilitating the publication of the first book on XFEM; in particular N. Warnock- Rx2|VD  
Smith, J. Burden, L. Alexander, A. Cohen and A. Hallam for helping me throughout G dY^}TJrh  
the work. Also, I would like to express my sincere gratitude to my long-time friend, n K=V`  
Professor A.R. Khoei, with whom I have had many discussions on various subjects of }epN<DL  
computational mechanics, including XFEM. Alsomy special thanks go tomy students: DL{a8t1L  
Mr A. Asadpoure, to whom I owe most of Chapter 4, Mr S.H. Ebrahimi for solving Xxw.{2Ji!q  
isotropic examples in Chapter 3 and Mr A. Forghani for providing some of the results aX:$Q }S  
in Chapter 5. IDZn ,^  
This book has been completed on the eve of the new Persian year; a ‘temporal ?&_\$L[  
interface’ between winter and spring, and an indication of the beginning of a blooming }1 ^.A84a  
season for XFEM, I hope. [}3Y1t{G  
Finally, I would like to express my gratitude to my family for their love, understanding @S):a`J  
and never-ending support. I have spent many hours on writing this book; hours ^[akB|#\9  
that could have been devoted to my wife and little Sogol: the spring flowers that inspire &|*|  
the life. cXH?'q 'vZ  
Soheil Mohammadi 1!#ZEI C  
Tehran, Iran FM];+d0  
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
     B@4#y9`5  
z(xvt>  
x[X.// :  
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 sOJ~PRA  
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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