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Titlebook: Elastoplasticity Theory; Koichi Hashiguchi Book 20142nd edition Springer-Verlag Berlin Heidelberg 2014 Constitutive Equation of Friction.C

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書(shū)目名稱(chēng)Elastoplasticity Theory
編輯Koichi Hashiguchi
視頻videohttp://file.papertrans.cn/306/305586/305586.mp4
概述Understandable book for even beginners in the field of elastoplasticity.Explains physical backgrounds with illustrations and descriptions of detailed derivation processes without a jump.In the second
叢書(shū)名稱(chēng)Lecture Notes in Applied and Computational Mechanics
圖書(shū)封面Titlebook: Elastoplasticity Theory;  Koichi Hashiguchi Book 20142nd edition Springer-Verlag Berlin Heidelberg 2014 Constitutive Equation of Friction.C
描述.This book was written to serve as the standard textbook of elastoplasticity for students, engineers and researchers in the field of applied mechanics. The present second edition is improved thoroughly from the first edition by selecting the standard theories from various formulations and models, which are required to study the essentials of elastoplasticity steadily and effectively and will remain universally in the history of elastoplasticity. It opens with an explanation of vector-tensor analysis and continuum mechanics as a foundation to study elastoplasticity theory, extending over various strain and stress tensors and their rates. Subsequently, constitutive equations of elastoplastic and viscoplastic deformations for monotonic, cyclic and non-proportional loading behavior in a general rate and their applications to metals and soils are described in detail, and constitutive equations of friction behavior between solids and its application to the prediction of stick-slip phenomena are delineated. In addition, the return-mapping algorithm, the consistent tangent operators and the objective time-integration algorithm of rate tensor are explained in order to enforce the FEM analys
出版日期Book 20142nd edition
關(guān)鍵詞Constitutive Equation of Friction; Constitutive Equations of Metals and Soils; Elastoplastic Constitut
版次2
doihttps://doi.org/10.1007/978-3-642-35849-4
isbn_softcover978-3-642-42655-1
isbn_ebook978-3-642-35849-4Series ISSN 1613-7736 Series E-ISSN 1860-0816
issn_series 1613-7736
copyrightSpringer-Verlag Berlin Heidelberg 2014
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https://doi.org/10.1007/978-1-4039-1401-9tly. The explicit constitutive equation of this model is shown in this chapter. Then, this model will be applied to metals and soils, and their validities will be verified by comparisons with test data of metals in chapter 10 and soils in chapter 11.
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Extended Subloading Surface Model,tly. The explicit constitutive equation of this model is shown in this chapter. Then, this model will be applied to metals and soils, and their validities will be verified by comparisons with test data of metals in chapter 10 and soils in chapter 11.
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Constitutive Equations of Soils,The history of plasticity has begun to study the deformation behavior of soils by Coulomb (1773) when he has proposed the yield condition of soils by applying the friction law of himself. Thereafter, the soil plasticity has been superseded the leadership by the metal plasticity.
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