EXTENDED FINITE ELEMENT METHOD ve fU'
for Fracture Analysis of Structures 2M&$Wuu.q
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by ;A"\?i Q
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Soheil Mohammadi G "brT 5:
School of Civil Engineering ?Oc
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University of Tehran >f@ G>H)+
Tehran, Iran kP^*hO!%
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Published by Blackwell Publishing Ltd 2008 Y[um|M315
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Progressive failure/fracture analysis of structures has been an active research topic for fEwifSp.
the past two decades. Historically, it has been addressed either within the framework #c:kCZt#
of continuum computational plasticity and damage mechanics, or the discontinuous =$&&[&
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
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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 hZU1O
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. $3\,h;y
The second part, which constitutes most of the book, is devoted to a detailed discussion JDlBVZ!
on various aspects of XFEM. It begins by discussing fundamentals of partition YlKFw|=
of unity and basics of XFEM formulation in Chapter 3. Effects of various enrichment ) rpq+~b
functions, such as crack tip, Heaviside andweak discontinuity enrichment functions are mNDuwDd$S
also investigated. Two commonly used level set and fast marching methods for tracking
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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 =
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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 X 8R1a?
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
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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 6tm\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`^Y Abnb
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 T6HU*(
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-.?
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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 8Z8Y[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