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Titlebook: Computational Plasticity; With Emphasis on the Mao-Hong Yu,Jian-Chun Li Book 2012 Zhejiang University Press,Hangzhou and Springer-Verlag Be

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發(fā)表于 2025-3-21 17:29:00 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Computational Plasticity
副標(biāo)題With Emphasis on the
編輯Mao-Hong Yu,Jian-Chun Li
視頻videohttp://file.papertrans.cn/233/232903/232903.mp4
概述Focusing on unified strength theory as a very broad and flexible theory for many materials.Contains new computational results that can be easily adapted for more structures.Provides method to increase
叢書名稱Advanced Topics in Science and Technology in China
圖書封面Titlebook: Computational Plasticity; With Emphasis on the Mao-Hong Yu,Jian-Chun Li Book 2012 Zhejiang University Press,Hangzhou and Springer-Verlag Be
描述.“Computational Plasticity with Emphasis on the Application of the Unified Strength Theory” explores a new and important branch of computational mechanics and is the third book in a plasticity series published by Springer. The other two are: Generalized Plasticity, Springer: Berlin, 2006; and Structural Plasticity, Springer and Zhejiang University Press: Hangzhou, 2009..This monograph describes the unified strength theory and associated flow rule, the implementation of these basic theories in computational programs, and shows how a series of results can be obtained by using them. The unified strength theory has been implemented in several special nonlinear finite-element programs and commercial Finite Element Codes by individual users and corporations. Many new and interesting findings for beams, plates, underground caves, excavations, strip foundations, circular foundations, slop, underground structures of hydraulic power stations, pumped-storage power stations, underground mining, high-velocity penetration of concrete structures, ancient structures, and rocket components, along with relevant computational results, are presented..This book is intended for graduate students, resear
出版日期Book 2012
關(guān)鍵詞ATSTC; ZJUP; computational mechanics; computational plasticity; finite element method; unified elasto-pla
版次1
doihttps://doi.org/10.1007/978-3-642-24590-9
isbn_ebook978-3-642-24590-9Series ISSN 1995-6819 Series E-ISSN 1995-6827
issn_series 1995-6819
copyrightZhejiang University Press,Hangzhou and Springer-Verlag Berlin Heidelberg 2012
The information of publication is updating

書目名稱Computational Plasticity影響因子(影響力)




書目名稱Computational Plasticity影響因子(影響力)學(xué)科排名




書目名稱Computational Plasticity網(wǎng)絡(luò)公開度




書目名稱Computational Plasticity網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Computational Plasticity被引頻次




書目名稱Computational Plasticity被引頻次學(xué)科排名




書目名稱Computational Plasticity年度引用




書目名稱Computational Plasticity年度引用學(xué)科排名




書目名稱Computational Plasticity讀者反饋




書目名稱Computational Plasticity讀者反饋學(xué)科排名




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Selection of Static Supply Portfolio (Zyczkowski, 1981; Chen and Saleeb, 1994; Chen et al., 1994; Harris, 1992). A report on “Formulation and Computational Aspects of Plasticity and Damage Models with Application to Quasi-Brittle Materials” was submitted to the Sandia National Laboratories (Chen and Schreyer, 1995). Material models fo
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地板
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https://doi.org/10.1007/978-3-319-58823-0ilure) criterion, a limiting stress state for elasticity, or an initial deformation for plasticity. Sometimes it is also used as an associated or non-associated flow rule for plastic constitutive relations.
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Haresh Gurnani,Anuj Mehrotra,Saibal Raytems, only the Huber-von Mises criterion, Drucker-Prager criterion and the Mohr-Coulomb criterion were implemented. Sometimes, the multi-parameters criteria for geomaterials and concrete structures are also used. The twin-shear strength theory has been implemented into special finite element program
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Single Vehicle Round-trip Routing,ry, and the subroutine of yield criteria (subroutine “INVAR” to calculate equivalent stresses), the subroutine of flow vector and the subroutine of the corner (subroutine “YIELD” and “FOLWPL” to calculate flow vector) have been introduced in previous chapters. Some simple examples including the plan
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