EXTENDED FINITE ELEMENT METHOD x]+KO)I
for Fracture Analysis of Structures ef;="N
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by sW3D
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Soheil Mohammadi @z JZoJL]J
School of Civil Engineering Z5a@fWU
University of Tehran y]r~v
Tehran, Iran aYCzb7
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Published by Blackwell Publishing Ltd 2008 ssbyvzQ
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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
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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")
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and combined finite/discrete element methodologies have substantially contributed to V+5
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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 ]-LE'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'
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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
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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@pRe$2
The important subject of dynamic fracture is then discussed by introducing classical FEswNB(]*
formulations of fracture mechanics and the recently developed idea of time–space l(4./M
discretization by XFEM. New extensions of XFEM for very complex applications of ~,7R*71
multiscale and multiphase problems are explained briefly. !qve1H4d2
The final chapter explains a number of simple instructions, step-by-step procedures hIr^"kVK
and algorithms for implementing an efficient XFEM. These simple guidelines, in >maz t=,
combination with freely available XFEM source codes, can be used to further advance iiB$<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 GdY^}TJrh
the work. Also, I would like to express my sincere gratitude to my long-time friend, nK=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
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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
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the life. cXH?'q'vZ
Soheil Mohammadi 1!#ZEI C
Tehran, Iran FM];+d0
Spring 2007