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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 {8;}y[R  
for Fracture Analysis of Structures vMJ_n=Vf  
X VKRT7U  
by ;D(6Gy9~  
NJ$Qm.S  
Soheil Mohammadi :yw(Co]f  
School of Civil Engineering 79jnYjk  
University of Tehran cp`ZeLz2^  
Tehran, Iran $(yi+v  
02:`Joy2D  
Published by Blackwell Publishing Ltd    2008 v(uNqX.BC  
4^ 0CHy  
Progressive failure/fracture analysis of structures has been an active research topic for !Ap*PL  
the past two decades. Historically, it has been addressed either within the framework Z#kB+.U  
of continuum computational plasticity and damage mechanics, or the discontinuous mSEX?so=[  
approach of fracture mechanics. The present form of linear elastic fracture mechanics %_39Wa  
(LEFM), with its roots a century old has since been successfully applied to various i8*(J-M  
classical crack and defect problems. Nevertheless, it remains relatively limited to simple ^7:UC\_  
geometries and loading conditions, unless coupled with a powerful numerical tool such mZnsr@KF  
as the finite element method and meshless approaches. eG dFupfz  
The finite element method (FEM) has undoubtedly become the most popular and g\49[U}[~F  
powerful analytical tool for studying a wide range of engineering and physical problems. SHnMqaq  
Several general purpose finite element codes are now available and concepts of Wrm3U/>e  
FEM are usually offered by all engineering departments in the form of postgraduate G 40  
and even undergraduate courses. Singular elements, adaptive finite element procedures, -2C^M> HZ  
and combined finite/discrete element methodologies have substantially contributed to r"VNq&v]9  
the development and accuracy of fracture analysis of structures. Despite all achievements, f$?`50D"1  
the continuum basis of FEM remained a source of relative disadvantage for e?GzvM'2  
discontinuous fracture mechanics. After a few decades, a major breakthrough seems cw_B^f8^  
to have been made by the fundamental idea of partition of unity and in the form of the x%dVD  
eXtended Finite Element Method (XFEM). 3r?T|>|  
This book has been prepared primarily to introduce the concepts of the newly .\ vrBf  
developed extended finite element method for fracture analysis of structures. An attempt K'K/}q<  
has also been made to discuss the essential features of XFEM for other related LF:~& m  
engineering applications. The book can be divided into four parts. The first part is dedicated G}]'}FUp  
to the basic concepts and fundamental formulations of fracture mechanics. It QZL,zI]LL  
covers discussions on classical problems of LEFM and their extension to elastoplastic A=D G+z''  
fracture mechanics (EPFM). Issues related to the standard finite element modelling SK@lr  
of fracture mechanics and the basics of popular singular finite elements are reviewed vNm4xa%  
briefly. +R 8dy  
The second part, which constitutes most of the book, is devoted to a detailed discussion 16~5;u  
on various aspects of XFEM. It begins by discussing fundamentals of partition xaq/L:I<  
of unity and basics of XFEM formulation in Chapter 3. Effects of various enrichment ?. L]QU  
functions, such as crack tip, Heaviside andweak discontinuity enrichment functions are TyR@3H  
also investigated. Two commonly used level set and fast marching methods for tracking xHkxrXqeI  
moving boundaries are explained before the chapter is concluded by examining a A(+V{1 L'  
number of classical problems of fracture mechanics. The next chapter deals with the Hm~.u.)\.  
orthotropic fracture mechanics as an extension of XFEM for ever growing applications Ga <=Di):  
of composite materials. A different set of enrichment functions for orthotropic media {s2eOL5I|%  
is presented, followed by a number of simulations of benchmark orthotropic problems. zRR^v&.9K  
Chapter 5, devoted to simulation of cohesive cracks by XFEM, provides theoretical B+c,3@)x  
bases for cohesive crack models in fracture mechanics, classical FEM and XFEM. ' 1dhdm8  
The snap-back response and the concept of critical crack path are studied by solving a S} &1_I  
number of classical cohesive crack problems. BG1hk!  
The third part of the book (Chapter 6) provides basic information on new frontiers K@"B^f0mU  
of application of XFEM. It begins with discussions on interface cracking,which include 83)m#  
classical solutions from fracture mechanics and XFEM approximation. Application of 6>b#nFVJ  
XFEM for solving contact problems is explained and numerical issues are addressed. )L"J?wTe  
The important subject of dynamic fracture is then discussed by introducing classical _~y-?(46K  
formulations of fracture mechanics and the recently developed idea of time–space tCj\U+;  
discretization by XFEM. New extensions of XFEM for very complex applications of  ftV~!r  
multiscale and multiphase problems are explained briefly. c48I-{?  
The final chapter explains a number of simple instructions, step-by-step procedures @k-GyV-v  
and algorithms for implementing an efficient XFEM. These simple guidelines, in <yw=+hz[u  
combination with freely available XFEM source codes, can be used to further advance #)%X0%9.*<  
the existing XFEM capabilities. Kj-zEl  
This book is the result of an infinite number of brilliant research works in the &mba{O  
field of computational mechanics for many years all over the world. I have tried to |Fx~M,Pzg  
appropriately acknowledge the achievements of corresponding authors within the text, 1b2xWzpG  
relevant figures, tables and formulae. I am much indebted to their outstanding research pT:6A[&  
works and any unintentional shortcoming in sufficiently acknowledging them is sincerely N=@8~{V.  
regretted. Perhaps such a title should have become available earlier by one of m9ky?A,  
the pioneers of the method, i.e. Professor T. Belytschko, a shining star in the universe , LqfwA|  
of computational mechanics, Dr J. Dolbow, Dr N. Mo¨es, Dr N. Sukumar and possibly y XCZs  
others who introduced, contributed and developed most of the techniques. L*{E-m/  
I would like to extend my acknowledgement to Blackwell Publishing Limited, Yg;7TKy  
for facilitating the publication of the first book on XFEM; in particular N. Warnock- ;;432^jD  
Smith, J. Burden, L. Alexander, A. Cohen and A. Hallam for helping me throughout $o ;48uV^  
the work. Also, I would like to express my sincere gratitude to my long-time friend, v\=k[oOu  
Professor A.R. Khoei, with whom I have had many discussions on various subjects of (J j'kW6G6  
computational mechanics, including XFEM. Alsomy special thanks go tomy students: qM d4awB R  
Mr A. Asadpoure, to whom I owe most of Chapter 4, Mr S.H. Ebrahimi for solving ~x+&cA-0A2  
isotropic examples in Chapter 3 and Mr A. Forghani for providing some of the results &i *e&{L7  
in Chapter 5. B\~(:(OPM]  
This book has been completed on the eve of the new Persian year; a ‘temporal QC1\Sn/  
interface’ between winter and spring, and an indication of the beginning of a blooming 2FN#63  
season for XFEM, I hope. ]];LA!n  
Finally, I would like to express my gratitude to my family for their love, understanding aL8Z|*  
and never-ending support. I have spent many hours on writing this book; hours %)o;2&aD  
that could have been devoted to my wife and little Sogol: the spring flowers that inspire LP?*RrM  
the life. z E\~Oa;  
Soheil Mohammadi VF~kjH2>  
Tehran, Iran xr^fP~V|)0  
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
     j2=|,AmC  
nRheByYm  
vFi+ExBU  
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 !iU$-/,1e  
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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