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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 ve fU'  
for Fracture Analysis of Structures 2M&$Wuu.q  
r]T0+oQ>  
by ;A"\?i Q  
T,OS0;7O  
Soheil Mohammadi G "brT5:  
School of Civil Engineering ?Oc -aa  
University of Tehran >f@ G>H)+  
Tehran, Iran kP^*h O!%  
oj@g2H5P  
Published by Blackwell Publishing Ltd    2008 Y[um|M315  
CmnHh~%  
Progressive failure/fracture analysis of structures has been an active research topic for fEwifSp.  
the past two decades. Historically, it has been addressed either within the framework #c:kCZt#  
of continuum computational plasticity and damage mechanics, or the discontinuous =$&&[&  
approach of fracture mechanics. The present form of linear elastic fracture mechanics V:Mk)8Gf|  
(LEFM), with its roots a century old has since been successfully applied to various D5L{T+}Oi%  
classical crack and defect problems. Nevertheless, it remains relatively limited to simple `tVy_/3(9  
geometries and loading conditions, unless coupled with a powerful numerical tool such i*CnoQH  
as the finite element method and meshless approaches. V;;#/$oU:4  
The finite element method (FEM) has undoubtedly become the most popular and 5\'AD^{  
powerful analytical tool for studying a wide range of engineering and physical problems. N}mh}  
Several general purpose finite element codes are now available and concepts of l!@ 1u^v2  
FEM are usually offered by all engineering departments in the form of postgraduate dB7ZT0L\  
and even undergraduate courses. Singular elements, adaptive finite element procedures, aq$q ~,E  
and combined finite/discrete element methodologies have substantially contributed to F 7LiG9H6`  
the development and accuracy of fracture analysis of structures. Despite all achievements, ,Xtj;@~-  
the continuum basis of FEM remained a source of relative disadvantage for J@Yj\9U  
discontinuous fracture mechanics. After a few decades, a major breakthrough seems hZU 1O  
to have been made by the fundamental idea of partition of unity and in the form of the eGvOA\y:  
eXtended Finite Element Method (XFEM). kceyuD$3G  
This book has been prepared primarily to introduce the concepts of the newly :tbd,Uo  
developed extended finite element method for fracture analysis of structures. An attempt BIj   
has also been made to discuss the essential features of XFEM for other related 2(+P[(N1,  
engineering applications. The book can be divided into four parts. The first part is dedicated c\K<sM{  
to the basic concepts and fundamental formulations of fracture mechanics. It $r15gfne>  
covers discussions on classical problems of LEFM and their extension to elastoplastic #xp(B5  
fracture mechanics (EPFM). Issues related to the standard finite element modelling p+Lv=e)0u  
of fracture mechanics and the basics of popular singular finite elements are reviewed H+x#gK2l  
briefly. $3\,h; y  
The second part, which constitutes most of the book, is devoted to a detailed discussion JD lBVZ!  
on various aspects of XFEM. It begins by discussing fundamentals of partition YlKFw|=  
of unity and basics of XFEM formulation in Chapter 3. Effects of various enrichment ) rpq+~b  
functions, such as crack tip, Heaviside andweak discontinuity enrichment functions are mNDuwDd$S  
also investigated. Two commonly used level set and fast marching methods for tracking  KGT3|)QN  
moving boundaries are explained before the chapter is concluded by examining a hB>^'6h+  
number of classical problems of fracture mechanics. The next chapter deals with the x<F$aXOS  
orthotropic fracture mechanics as an extension of XFEM for ever growing applications %b?uW] j:  
of composite materials. A different set of enrichment functions for orthotropic media iRve)   
is presented, followed by a number of simulations of benchmark orthotropic problems. th 2<o5  
Chapter 5, devoted to simulation of cohesive cracks by XFEM, provides theoretical = F<:}Tx)C  
bases for cohesive crack models in fracture mechanics, classical FEM and XFEM. _ZyT3P&  
The snap-back response and the concept of critical crack path are studied by solving a B;W(iI  
number of classical cohesive crack problems. u"Y]P*[k  
The third part of the book (Chapter 6) provides basic information on new frontiers X8R1a?  
of application of XFEM. It begins with discussions on interface cracking,which include 0OWL  
classical solutions from fracture mechanics and XFEM approximation. Application of kOI !~Qk  
XFEM for solving contact problems is explained and numerical issues are addressed. LGVlc@0'  
The important subject of dynamic fracture is then discussed by introducing classical -?fR|[\[U  
formulations of fracture mechanics and the recently developed idea of time–space C:j]43`  
discretization by XFEM. New extensions of XFEM for very complex applications of t!qwxX*$T  
multiscale and multiphase problems are explained briefly. Yt{&rPv,  
The final chapter explains a number of simple instructions, step-by-step procedures |}Ph"g2D,  
and algorithms for implementing an efficient XFEM. These simple guidelines, in 6t m \L  
combination with freely available XFEM source codes, can be used to further advance !_x*m@/  
the existing XFEM capabilities. O{ q&]~,  
This book is the result of an infinite number of brilliant research works in the n&d/?aJ7a\  
field of computational mechanics for many years all over the world. I have tried to I`^YAbnb  
appropriately acknowledge the achievements of corresponding authors within the text, !\x?R6K  
relevant figures, tables and formulae. I am much indebted to their outstanding research T 6HU*(  
works and any unintentional shortcoming in sufficiently acknowledging them is sincerely "~\*If  
regretted. Perhaps such a title should have become available earlier by one of WcEt%mGQ,  
the pioneers of the method, i.e. Professor T. Belytschko, a shining star in the universe ~ffwLgu!  
of computational mechanics, Dr J. Dolbow, Dr N. Mo¨es, Dr N. Sukumar and possibly <5IQc[3]aP  
others who introduced, contributed and developed most of the techniques. Mudrg[@ `  
I would like to extend my acknowledgement to Blackwell Publishing Limited, (Ilsk{aB;A  
for facilitating the publication of the first book on XFEM; in particular N. Warnock- {7X~!e|w  
Smith, J. Burden, L. Alexander, A. Cohen and A. Hallam for helping me throughout 0*yJ %  
the work. Also, I would like to express my sincere gratitude to my long-time friend, a+ GJVJ  
Professor A.R. Khoei, with whom I have had many discussions on various subjects of S>t>6&A  
computational mechanics, including XFEM. Alsomy special thanks go tomy students: >rf5)Y~f  
Mr A. Asadpoure, to whom I owe most of Chapter 4, Mr S.H. Ebrahimi for solving OZOb1D  
isotropic examples in Chapter 3 and Mr A. Forghani for providing some of the results GFL-.? 0  
in Chapter 5. h<NRE0-  
This book has been completed on the eve of the new Persian year; a ‘temporal %l|\of7P2}  
interface’ between winter and spring, and an indication of the beginning of a blooming 8 Z8Y[p  
season for XFEM, I hope. L~&" aF/b  
Finally, I would like to express my gratitude to my family for their love, understanding ;?~ 9hN!  
and never-ending support. I have spent many hours on writing this book; hours  zy>}L #  
that could have been devoted to my wife and little Sogol: the spring flowers that inspire D^?_"wjW  
the life. ch })ivFP[  
Soheil Mohammadi MLS;SCl  
Tehran, Iran >nM%p4E  
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
     |!Ists  
sykFSPy`'  
9v~5qv;  
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 B_&^ER5j  
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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