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Titlebook: Inelastic Behaviour of Structures under Variable Loads; Zenon Mróz,Dieter Weichert,Stanislaw Dorosz Book 1995 Springer Science+Business Me

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书目名称Inelastic Behaviour of Structures under Variable Loads
编辑Zenon Mróz,Dieter Weichert,Stanislaw Dorosz
视频video
丛书名称Solid Mechanics and Its Applications
图书封面Titlebook: Inelastic Behaviour of Structures under Variable Loads;  Zenon Mróz,Dieter Weichert,Stanislaw Dorosz Book 1995 Springer Science+Business Me
描述This collection of papers is a state of the art presentation of theories and methods related to the problem of the behaviour of mechanical structures under variable loads beyond their elastic limit In particular, the problems of shakedown, ratchetting, transient and asymptotic cyclic states are addressed. The volume is composed of four chapters devoted to material modelling for cyclic loading conditions; general theory of accommodated states of structures; effects of changes of the geometry on the inelastic structural response; and numerical techniques with applications to particular engineering problems. It was aimed to provide a unified approach in order to understand both inelastic material and structural response under variable loading conditions. The attempt to extend the classical shakedown theory of Melan and Koiter to geometrically non-linear problems is presented in several papers. The industrial application of cyclic plasticity to the analysis and the design of pressure bellows, compensators, turbine disks, or flange connections under thermal and pressure cycles illustrates the great potential of the numerical techniques developed for this purpose using mostly min-max app
出版日期Book 1995
关键词design; materials; plasticity; stability; structure; structures; quality control, reliability, safety and
版次1
doihttps://doi.org/10.1007/978-94-011-0271-1
isbn_softcover978-94-010-4120-1
isbn_ebook978-94-011-0271-1Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightSpringer Science+Business Media Dordrecht 1995
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Shakedown of Shells Undergoing Moderate RotationsA shakedown theorem for elasto-plastic shells undergoing moderate rotations is presented, particularly adapted to situations where perturbations of a permanent mechanical load may induce progressive deterioration. The numerical examples illustrate the importance of the effects of change of geometry during the process.
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Limit, Shakedown, Post-Yield, and Inadaptation Analyses of Discrete Plastic Structuresnd shakedown problems are presented as linear programs, whereas the post-yield and inadaptation problems are sequences of linear programs. The formulation is based on the kinematic approach. Nonlinear geometric effects and nonlinear material hardening-softening are accounted for.
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https://doi.org/10.1007/978-94-011-0271-1design; materials; plasticity; stability; structure; structures; quality control, reliability, safety and
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978-94-010-4120-1Springer Science+Business Media Dordrecht 1995
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Inelastic Behaviour of Structures under Variable Loads978-94-011-0271-1Series ISSN 0925-0042 Series E-ISSN 2214-7764
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The Modified Multisurface Hardening Model and its Application to Cyclic Loading Problemsproper evolution rules for consecutive surfaces corresponding to specified hardening moduli. After model formulation, the parameters are identified for stainless steel 316, and applied to predict cyclic response for proportional and non-proportional loading. The stress and strain evolution near the
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