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Titlebook: Degradations and Instabilities in Geomaterials; Felix Darve,Ioannis Vardoulakis Book 2004 Springer-Verlag Wien 2004 Geomaterials.behavior.

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書(shū)目名稱(chēng)Degradations and Instabilities in Geomaterials
編輯Felix Darve,Ioannis Vardoulakis
視頻videohttp://file.papertrans.cn/265/264883/264883.mp4
概述Modelling the various failure modes in geomaterials (soils, rocks, concrete): from theory to applications.Most recent developments for modelling bifurcations, instabilities and degradations in geomate
叢書(shū)名稱(chēng)CISM International Centre for Mechanical Sciences
圖書(shū)封面Titlebook: Degradations and Instabilities in Geomaterials;  Felix Darve,Ioannis Vardoulakis Book 2004 Springer-Verlag Wien 2004 Geomaterials.behavior.
描述This book presents the most recents developments in the modelling of degradations (of thermo-chemo-mechanical origin) and of bifurcations and instabilities (leading to localized or diffuse failure modes) taking place in geomaterials (soils, rocks, concrete). Applications (landslides, rockfalls, debris flows, concrete and rock ageing, etc.) are discussed in detail.
出版日期Book 2004
關(guān)鍵詞Geomaterials; behavior; calculus; concrete; elasticity; material; materials; mechanics; modeling; plasticity;
版次1
doihttps://doi.org/10.1007/978-3-7091-2768-1
isbn_softcover978-3-211-21936-2
isbn_ebook978-3-7091-2768-1Series ISSN 0254-1971 Series E-ISSN 2309-3706
issn_series 0254-1971
copyrightSpringer-Verlag Wien 2004
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Die Betriebs Unterbrechungs Versicherungxhibited from discrete computations. It is concluded that the second order work criterion (under its double form : continuous and discrete) can be a proper tool to analyse diffuse modes of failure in geomaterials.
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Die Betriebs Unterbrechungs Versicherungrical slope is analyzed for different values of (simulated) water-table level, and the obtained results are compared with those from classical limit analysis..In the final part of the paper the previously acquired expertise is applied to the study of a representative real—scale landslide. Two main p
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Die Bestimmung der Gasausbeute von Karbidxplicit, and non local damage models. A general framework for damage induced anisotropy is also presented. Coupled damage and plasticity modelling is discussed. Finally, the issue of the experimental determination of the internal length in non local models is tackled.
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https://doi.org/10.1007/978-3-662-26334-1ified formulation for both initiation and propagation phases. The system of Partial Differential Equations is then discretized using the classical Galerkin Finite Element Method and neglecting the convective terms. Some applications to localized and diffuse failure will be presented.
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