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Titlebook: Non-Linear Finite Element Analysis in Structural Mechanics; Wilhelm Rust Book 20151st edition Springer International Publishing Switzerlan

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發(fā)表于 2025-3-21 19:48:15 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Non-Linear Finite Element Analysis in Structural Mechanics
編輯Wilhelm Rust
視頻videohttp://file.papertrans.cn/667/666950/666950.mp4
概述Contains detailed derivations of formulas.Bridges the gap between theory and practice.Includes numerical examples and problem sets with solutions.Includes supplementary material:
圖書封面Titlebook: Non-Linear Finite Element Analysis in Structural Mechanics;  Wilhelm Rust Book 20151st edition Springer International Publishing Switzerlan
描述This monograph describes the numerical analysis of non-linearities in structural mechanics, i.e. large rotations, large strain (geometric non-linearities), non-linear material behaviour, in particular elasto-plasticity as well as time-dependent behaviour, and contact. Based on that, the book treats stability problems and limit-load analyses, as well as non-linear equations of a large number of variables. Moreover, the author presents a wide range of problem sets and their solutions. The target audience primarily comprises advanced undergraduate and graduate students of mechanical and civil engineering, but the book may also be beneficial for practising engineers in industry.
出版日期Book 20151st edition
關(guān)鍵詞Contact Analysis; Non-linear Material Behaviour; Stability Problems; Strain Measure; Tangential Stiffnes
版次1
doihttps://doi.org/10.1007/978-3-319-13380-5
isbn_softcover978-3-319-34261-0
isbn_ebook978-3-319-13380-5
copyrightSpringer International Publishing Switzerland 2015
The information of publication is updating

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eover, the author presents a wide range of problem sets and their solutions. The target audience primarily comprises advanced undergraduate and graduate students of mechanical and civil engineering, but the book may also be beneficial for practising engineers in industry.978-3-319-34261-0978-3-319-13380-5
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Book 20151st editionies), non-linear material behaviour, in particular elasto-plasticity as well as time-dependent behaviour, and contact. Based on that, the book treats stability problems and limit-load analyses, as well as non-linear equations of a large number of variables. Moreover, the author presents a wide range
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Theory and Numerics of Creepcase is called (Fig. 7.2) and means the time-dependent decrease of stress under constant strain. Now the expression . is extended to all processes in between, the occurrence of time-dependent strain becoming permanent after load release.
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iness and Change, which are supported and informed by one or more of the ten principles, the designer and developer can avoid pitfalls, minimise risks and make their business successful. It has been established, in theory and practice, that improving the process results in improvement of the product
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