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Titlebook: Structural Plasticity; Limit, Shakedown and Maohong Yu,Jianchun Li,Guowei Ma Book 2009 Springer-Verlag Berlin Heidelberg 2009 ATSTC.Fundame

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發(fā)表于 2025-3-21 17:40:31 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Structural Plasticity
副標(biāo)題Limit, Shakedown and
編輯Maohong Yu,Jianchun Li,Guowei Ma
視頻videohttp://file.papertrans.cn/881/880016/880016.mp4
概述Focusing on unified strength theory instead of the Tresca criterion used in most books.Contains new unified solutions for bearing capacity of structures
叢書名稱Advanced Topics in Science and Technology in China
圖書封面Titlebook: Structural Plasticity; Limit, Shakedown and Maohong Yu,Jianchun Li,Guowei Ma Book 2009 Springer-Verlag Berlin Heidelberg 2009 ATSTC.Fundame
描述.Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structures by using a unified strength theory. A series of solutions of plates from circular, annular plates to rhombus plates and square plates, rotating discs and cylinders, pressure vessels are presented. These results encompass the Tresca-Mohr-Coulomb solution of structure as special cases. The unified solution, which cannot be obtained by using a single criterion, is suitable to more materials and structures...Maohong Yu is professor of Department of Civil Engineering at Xi‘a(chǎn)n Jiaotong University, China. He has authored 12 books including "Unified Strength Theory and Its Applications" and "Generalized Plasticity"..
出版日期Book 2009
關(guān)鍵詞ATSTC; Fundament; ZJUP; dynamic plastic behavior; plastic limit analysis; shakedown analyses; structural p
版次1
doihttps://doi.org/10.1007/978-3-540-88152-0
isbn_ebook978-3-540-88152-0Series ISSN 1995-6819 Series E-ISSN 1995-6827
issn_series 1995-6819
copyrightSpringer-Verlag Berlin Heidelberg 2009
The information of publication is updating

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Shakedown Analysis of Rotating Cylinder and Disc,account when subjected to cyclic-variation loading. The shakedown theorem and analysis of structures were described in the literature (.; .; .; .; Mroz et al., 1995; Weichert et al., 2000). Limits to shakedown loads were discussed by (.), (.) and others.
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Plastic Limit Analysis for Simply Supported Circular Plates,y (.). Nine cases including a simply supported circular plate, clamped circular plate, annular plate, a built-in at inner edge and simply supported along the outer edge plate, shearing force along the outer edge and built-in at the inner edge, etc. were studied (.). A systematical summary was given by (.), (.); (.), (.), (.), (.) and (.).
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Plastic Limit Analysis of Pressure Vessels,f thin-walled pressure vessels. The result using the Huber-von Mises yield criterion for a spherical vessel is similar to that using the Tresca yield criterion. These solutions are applicable only for non-SD materials. It can be seen in the textbook of plasticity.
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1995-6819 f structures.Limit and shakedown analysis for structures can provide a very useful tool for design and analysis of engineering structures. "Structural Plasticity - Limit, Shakedown and Dynamic Plastic Analyses of Structure" provides more general solutions of limit and shakedown analysis for structur
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