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Titlebook: Strength Analysis in Geomechanics; Serguey A. Elsoufiev Book 20071st edition Springer-Verlag Berlin Heidelberg 2007 Creep.Elastic Deformat

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发表于 2025-3-21 18:24:47 | 显示全部楼层 |阅读模式
书目名称Strength Analysis in Geomechanics
编辑Serguey A. Elsoufiev
视频video
概述New approach solving geomechanical problems including fractures and deformations.Contains new ideas for Geomechanical Engineering.Includes supplementary material:
丛书名称Foundations of Engineering Mechanics
图书封面Titlebook: Strength Analysis in Geomechanics;  Serguey A. Elsoufiev Book 20071st edition Springer-Verlag Berlin Heidelberg 2007 Creep.Elastic Deformat
描述It is hardly possible to ?nd a single rheological law for all the soils. However, they have mechanical properties (elasticity, plasticity, creep, damage, etc. ) that are met in some special sciences, and basic equations of these disciplines canbeappliedtoearthstructures. Thiswayistakeninthisbook. Itrepresents the results that can be used as a base for computations in many ?elds of the Geomechanics in its wide sense. Deformation and fracture of many objects include a row of important e?ects that must be taken into account. Some of them can be considered in the rheological law that, however, must be simple enough to solve the problems for real objects. On the base of experiments and some theoretical investigations the c- stitutive equations that take into account large strains, a non-linear unsteady creep, an in?uence of a stress state type, an initial anisotropy and a damage are introduced. The test results show that they can be used ?rst of all to ?nding ultimate state of structures – for a wide variety of monotonous lo- ings when equivalent strain does not diminish, and include some interrupted, step-wise and even cycling changes of stresses. When the in?uence of time is negligibl
出版日期Book 20071st edition
关键词Creep; Elastic Deformation; Nonlinear Strain; calculus; damage; deformation; fracture; linearity; mechanics;
版次1
doihttps://doi.org/10.1007/978-3-540-37054-3
isbn_ebook978-3-540-37054-3Series ISSN 1612-1384 Series E-ISSN 1860-6237
issn_series 1612-1384
copyrightSpringer-Verlag Berlin Heidelberg 2007
The information of publication is updating

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Strength Analysis in Geomechanics978-3-540-37054-3Series ISSN 1612-1384 Series E-ISSN 1860-6237
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Foundations of Engineering Mechanicshttp://image.papertrans.cn/s/image/879521.jpg
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Serguey A. Elsoufieve to lack of knowledge or information in any phase or activity of the modeling process. By gaining information about the system or environmental factors, one can reduce the epistemic uncertainty. For example, a978-94-007-9104-6978-90-481-2860-0
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1612-1384 onous lo- ings when equivalent strain does not diminish, and include some interrupted, step-wise and even cycling changes of stresses. When the in?uence of time is negligibl978-3-540-37054-3Series ISSN 1612-1384 Series E-ISSN 1860-6237
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Es bezieht bewährte Handlungs- und Vorgehensweisen für das jeweilige Unternehmen ein. So wird durch den Aufbau von firmeneigenen Know-how und einem ausgewogenen Verhältnis zwischen Pragmatismus und analytischem Vorgehen ein schneller Return on Investment zukunftssicher gewährleistet..
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