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Direct Methods for Limit and Shakedown Analysis of Structures = Advanced Computational Algorithms and Material Modelling /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Direct Methods for Limit and Shakedown Analysis of Structures/ edited by Paolo Fuschi, Aurora Angela Pisano, Dieter Weichert.
其他題名:	Advanced Computational Algorithms and Material Modelling /
其他作者:	Fuschi, Paolo.
面頁冊數:	XII, 313 p. 102 illus., 66 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Mechanics. -
電子資源:	https://doi.org/10.1007/978-3-319-12928-0
ISBN:	9783319129280

Direct Methods for Limit and Shakedown Analysis of Structures = Advanced Computational Algorithms and Material Modelling /
Direct Methods for Limit and Shakedown Analysis of StructuresAdvanced Computational Algorithms and Material Modelling /[electronic resource] :edited by Paolo Fuschi, Aurora Angela Pisano, Dieter Weichert. - 1st ed. 2015. - XII, 313 p. 102 illus., 66 illus. in color.online resource. - Solid Mechanics and Its Applications,2200925-0042 ;. - Solid Mechanics and Its Applications,215.

A stress-based variational model for ductile porous materials and its extension accounting for Lode angle effects -- Limit Analysis and macroscopic strength of porous materials with Coulomb matrix -- A direct method formulation for topology plastic design of continua -- The influence of limited kinematical hardening on shakedown of materials and structures -- Theoretical Basis and a Finite Element Formula for the Direct Calculation of Steady Plastic States -- On the statistical determination of yield strength, ultimate strength, and endurance limit of a particle reinforced metal matrix composite (PRMMC) -- A new starting point strategy for shakedown analysis -- Yield design of periodically heterogeneous plates -- RSDM-S: A Method for the Evaluation of the Shakedown Load of Elastoplastic Structures -- An efficient algorithm for shakedown analysis based on equality constrained sequential quadratic programming -- Limit analysis on RC-structures by a multi-yield-criteria numerical approach -- Shakedown analysis within the framework of strain gradient plasticity -- Shakedown analysis of 3D frames with an effective treatment of the load combinations -- Uncertain Multimode Failure and Shakedown Analysis of Shells -- Three-dimensional shakedown solutions for cross-anisotropic cohesive-frictional materials under moving loads.

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 a panorama of modern methods for structural safety assessment will find this book valuable. It provides the reader with the latest developments and a significant amount of references on the topic. .

ISBN: 9783319129280

Standard No.: 10.1007/978-3-319-12928-0doiSubjects--Topical Terms:

527684
Mechanics.

LC Class. No.: TA349-359

Dewey Class. No.: 620.1

Direct Methods for Limit and Shakedown Analysis of Structures = Advanced Computational Algorithms and Material Modelling /
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