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Titlebook: Direct Methods for Limit and Shakedown Analysis of Structures; Advanced Computation Paolo Fuschi,Aurora Angela Pisano,Dieter Weichert Book

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發(fā)表于 2025-3-21 16:38:05 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures
副標(biāo)題Advanced Computation
編輯Paolo Fuschi,Aurora Angela Pisano,Dieter Weichert
視頻videohttp://file.papertrans.cn/281/280615/280615.mp4
概述Gives a panorama of modern methods for structural safety assessment.Treats both theoretical and practical aspects of the latest progress in Direct Methods.Reports on the emerging field of material des
叢書名稱Solid Mechanics and Its Applications
圖書封面Titlebook: Direct Methods for Limit and Shakedown Analysis of Structures; Advanced Computation Paolo Fuschi,Aurora Angela Pisano,Dieter Weichert Book
描述.Articles in this book examine various materials and how to determine directly the limit state of a structure, in the sense of limit analysis and shakedown analysis. Apart from classical applications in mechanical and civil engineering contexts, the book reports on the emerging field of material design beyond the elastic limit, which has further industrial design and technological applications. Readers will discover that “Direct Methods” and the techniques presented here can in fact be used to numerically estimate the strength of structured materials such as composites or nano-materials, which represent fruitful fields of future applications..Leading researchers outline the latest computational tools and optimization techniques and explore the possibility of obtaining information on the limit state of a structure whose post-elastic loading path and constitutive behavior are not well defined or well known. Readers will discover how Direct Methods allow rapid and direct access to requested information in mathematically constructive manners without cumbersome step-by-step computation..Both researchers already interested or involved in the field and practical engineers who want to have
出版日期Book 2015
關(guān)鍵詞Direct Methods; Limit States; Numerical Algorithms; Optimization Methods; Plastic Design
版次1
doihttps://doi.org/10.1007/978-3-319-12928-0
isbn_softcover978-3-319-35796-6
isbn_ebook978-3-319-12928-0Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightSpringer International Publishing Switzerland 2015
The information of publication is updating

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https://doi.org/10.1007/978-3-662-65165-0 is employed to determine the evolution of the strain and stress fields over the cycle. Mathematically, this results in a convex constrained optimization problem, which is formulated making use of finite element discretization. The proposed optimization approach is validated through the Bree problem
地板
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Josef Niebauer,Martin Halle,Herbert L?llgennerally infeasible and they are projected into the null space of the equilibrium conditions in order to yield a feasible set of self-equilibrating nonzero stresses. Next, this feasible point is completed by a safety factor, obtained from a one-dimensional optimization problem of elastic limit type.
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發(fā)表于 2025-3-22 12:27:22 | 只看該作者
Sportkommunikation in digitalen Mediented which converges, from above, to the shakedown load factor when only the constant term of the series remains. An elastic-perfectly plastic with a von Mises yield surface is currently assumed. The method may be implemented in any existing FE code and its efficiency is demonstrated by a couple of a
6#
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https://doi.org/10.1007/978-3-658-32518-3 complications carried in by the more complex constitutive behavior of the material herein considered, the overall conceptual architecture of the shakedown theorems remain within the classical Melan and Koiter theoretical framework. Further research efforts are needed to develop specific numerical p
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The Influence of Limited Kinematical Hardening on Shakedown of Materials and Structures,nce, the aim of this paper is to investigate the effect of nonlinearity of the hardening law by showing that in certain scenarios the introduction of an explicit hardening law as a subsidiary constraint is unavoidable.
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A New Starting Point Strategy for Shakedown Analysis,nerally infeasible and they are projected into the null space of the equilibrium conditions in order to yield a feasible set of self-equilibrating nonzero stresses. Next, this feasible point is completed by a safety factor, obtained from a one-dimensional optimization problem of elastic limit type.
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