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Titlebook: Direct Methods for Limit States in Structures and Materials; Konstantinos Spiliopoulos,Dieter Weichert Book 2014 Springer Science+Business

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发表于 2025-3-21 18:09:20 | 显示全部楼层 |阅读模式
书目名称Direct Methods for Limit States in Structures and Materials
编辑Konstantinos Spiliopoulos,Dieter Weichert
视频video
概述One-stop resource.Leading experts in the field.Useful combination of theory and applications.Includes supplementary material:
图书封面Titlebook: Direct Methods for Limit States in Structures and Materials;  Konstantinos Spiliopoulos,Dieter Weichert Book 2014 Springer Science+Business
描述.Knowing the safety factor for limit states such as plastic collapse, low cycle fatigue or ratcheting is always a major design consideration for civil and mechanical engineering structures that are subjected to loads. Direct methods of limit or shakedown analysis that proceed to directly find the limit states offer a better alternative than exact time-stepping calculations as, on one hand, an exact loading history is scarcely known, and on the other they are much less time-consuming. .This book presents the state of the art on various topics concerning these methods, such as theoretical advances in limit and shakedown analysis, the development of relevant algorithms and computational procedures, sophisticated modeling of inelastic material behavior like hardening, non-associated flow rules, material damage and fatigue, contact and friction, homogenization and composites..
出版日期Book 2014
关键词Direct Methods; Limit Analysis; Materials and Structures; Numerical Methods; Ratcheting; Shakedown Analys
版次1
doihttps://doi.org/10.1007/978-94-007-6827-7
isbn_softcover978-94-007-9306-4
isbn_ebook978-94-007-6827-7
copyrightSpringer Science+Business Media Dordrecht 2014
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https://doi.org/10.1007/978-3-662-67026-2m ES-FEM, but also ensures that the total number of variables in the optimization problem is kept to a minimum compared with the standard finite element formulation. Numerical examples are presented to demonstrate the effectiveness of the present method.
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A Quasi-periodic Approximation Based Model Reduction for Limit Analysis of Micropile Groups,d is made capable of solving the numerical static limit analysis problem of soil reinforced by a group of micropiles according to a 2D plane strain model. The method has been successfully applied to the limit analysis problem of a soil reinforced by a large group of micropiles when resources did not permit solution of the full model.
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Book 2014es in limit and shakedown analysis, the development of relevant algorithms and computational procedures, sophisticated modeling of inelastic material behavior like hardening, non-associated flow rules, material damage and fatigue, contact and friction, homogenization and composites..
发表于 2025-3-23 02:34:50 | 显示全部楼层
https://doi.org/10.1057/9781137275363r elastic structures. The main objective of the present work is to show that finite element implementations of the Koiter method can be both accurate and reliable and to highlight the aspects that require further investigation.
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