EXTENDED FINITE ELEMENT METHOD {8;}y[R
for Fracture Analysis of Structures vMJ_n=Vf
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by ;D(6Gy9~
NJ$Qm.S
Soheil Mohammadi :yw(Co]f
School of Civil Engineering 79jnYjk
University of Tehran cp`ZeLz2^
Tehran, Iran $(yi+v
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Published by Blackwell Publishing Ltd 2008 v(uNqX.BC
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Progressive failure/fracture analysis of structures has been an active research topic for !Ap*PL
the past two decades. Historically, it has been addressed either within the framework Z#kB+.U
of continuum computational plasticity and damage mechanics, or the discontinuous mSEX?so=[
approach of fracture mechanics. The present form of linear elastic fracture mechanics %_39Wa
(LEFM), with its roots a century old has since been successfully applied to various i8*(J-M
classical crack and defect problems. Nevertheless, it remains relatively limited to simple ^7:UC\_
geometries and loading conditions, unless coupled with a powerful numerical tool such mZnsr@KF
as the finite element method and meshless approaches. eG dFupfz
The finite element method (FEM) has undoubtedly become the most popular and g\49[U}[~F
powerful analytical tool for studying a wide range of engineering and physical problems. SHnMqaq
Several general purpose finite element codes are now available and concepts of Wrm3U/>e
FEM are usually offered by all engineering departments in the form of postgraduate G 40
and even undergraduate courses. Singular elements, adaptive finite element procedures, -2C^M> HZ
and combined finite/discrete element methodologies have substantially contributed to r"VNq&v]9
the development and accuracy of fracture analysis of structures. Despite all achievements, f$?`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 .\
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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:~&
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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
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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. +R8dy
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 xHkx rXqeI
moving boundaries are explained before the chapter is concluded by examining a A(+V{1L'
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
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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}
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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
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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
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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: qMd4awB
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
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Soheil Mohammadi VF~kjH2>
Tehran, Iran xr^fP~V|)0
Spring 2007