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Titlebook: Elastoplasticity Theory; Koichi Hashiguchi Book 20091st edition Springer-Verlag Berlin Heidelberg 2009 Constitutive equation of friction.C

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书目名称Elastoplasticity Theory
编辑Koichi Hashiguchi
视频video
概述Presents a comprehensive explanation of elastoplasticity.Basic concept and the recent state of elastoplastic constitutive relations
丛书名称Lecture Notes in Applied and Computational Mechanics
图书封面Titlebook: Elastoplasticity Theory;  Koichi Hashiguchi Book 20091st edition Springer-Verlag Berlin Heidelberg 2009 Constitutive equation of friction.C
描述Contents Recent advancements in the performance of industrial products and structures are quite intense. Consequently, mechanical design of high accuracy is necessary to enhance their mechanical performance, strength and durability. The basis for their mechanical design can be provided through elastoplastic deformation analyses. For that reason, industrial engineers in the fields of mechanical, civil, architec- ral, aerospace engineering, etc. must learn pertinent knowledge relevant to elas- plasticity. Numerous books about elastoplasticity have been published since “Mathema- cal Theory of Plasticity”, the notable book of R. Hill (1950), was written in the middle of the last century. That and similar books mainly address conventional plasticity models on the premise that the interior of a yield surface is an elastic domain. However, conventional plasticity models are applicable to the prediction of monotonic loading behavior, but are inapplicable to prediction of deformation behavior of machinery subjected to cyclic loading and civil or architectural str- tures subjected to earthquakes. Elastoplasticity has developed to predict defor- tion behavior under cyclic loading and non-prop
出版日期Book 20091st edition
关键词Constitutive equation of friction; Constitutive equations of metals and soils; Elastoplastic constitut
版次1
doihttps://doi.org/10.1007/978-3-642-00273-1
isbn_softcover978-3-642-10132-8
isbn_ebook978-3-642-00273-1Series ISSN 1613-7736 Series E-ISSN 1860-0816
issn_series 1613-7736
copyrightSpringer-Verlag Berlin Heidelberg 2009
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Numerical Calculation,ess, it requires to incorporate the return-mapping algorithm in the subyield state since the subyield state is out of the stress-controlling function. Basic equations for the return mapping method extended to the subloading surface model is described in this chapter.
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Constitutive Equations of Soils,nt of deviatoric stress, the softening and the rotational hardening. Explicit constitutive equations of soils will be described in this chapter, based on the elastoplastic constitutive equations in Chapters 6-8.
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Viscoplastic Constitutive Equations, the yield surface is first reviewed briefly. Then, the viscoplastic constitutive equations falling within the framework of the . are described exhaustively, which would be applicable to the description of deformation for the wide range of strain rate from the quasi-static to the impact loads.
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Michael Wurm Dr.,Hannes Taubenböck Dr.ong them, the subloading surface model is the only pertinent model fulfilling the mechanical requirements for elastoplastic constitutive equations. These mechanical requirements are first described and then the subloading surface model is explained in detail.
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