Strength Analysis in Geomechanics

The book presents a new approach for the solution of geomechanical problems - it explicitly takes into account deformation and fracture in time, which are neglected in classical methods although these properties create important effects. The method reveals the influence of the form of a structure on...

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Bibliographic Details
Main Author: Elsoufiev, Serguey A. (Author)
Corporate Author: SpringerLink (Online service)
Format: Electronic eBook
Language:English
Published: Berlin, Heidelberg : Springer Berlin Heidelberg : Imprint: Springer, 2007.
Series:Foundations Engineering Mechanics,
Subjects:
Online Access:Full Text via HEAL-Link
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100 1 |a Elsoufiev, Serguey A.  |e author. 
245 1 0 |a Strength Analysis in Geomechanics  |h [electronic resource] /  |c by Serguey A. Elsoufiev. 
264 1 |a Berlin, Heidelberg :  |b Springer Berlin Heidelberg :  |b Imprint: Springer,  |c 2007. 
300 |a XIV, 233 p. 159 illus.  |b online resource. 
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490 1 |a Foundations Engineering Mechanics,  |x 1612-1384 
505 0 |a Erratum -- Introduction: Main Ideas -- Main Equations in Media Mechanics -- Some Elastic Solutions -- Elastic-Plastic and Ultimate State of Perfect Plastic Bodies -- Ultimate State of Structures at Small Non-Linear Strains -- Ultimate State of Structures at Finite Strains. 
520 |a The book presents a new approach for the solution of geomechanical problems - it explicitly takes into account deformation and fracture in time, which are neglected in classical methods although these properties create important effects. The method reveals the influence of the form of a structure on its ultimate state. It uses the rheological law which accounts for large strains at a non-linear unsteady creep, an influence of a stress state type, an initial anisotropy and damage. The whole approach takes into account five types of non-linearity (physical as well as geometrical ones) and contains several new ideas. For example, it considers the fracture as a process, the difference between the body and an element of the material which only deforms and fails because it is in the structure, the simplicity of some non-linear computations against the consequent linear ones, the dependence of the maximum strain in dangerous poins of the body only on the material. 
650 0 |a Engineering. 
650 0 |a Geotechnical engineering. 
650 0 |a Computational intelligence. 
650 0 |a Continuum mechanics. 
650 0 |a Structural mechanics. 
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650 2 4 |a Structural Mechanics. 
650 2 4 |a Geotechnical Engineering & Applied Earth Sciences. 
650 2 4 |a Computational Intelligence. 
650 2 4 |a Continuum Mechanics and Mechanics of Materials. 
710 2 |a SpringerLink (Online service) 
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776 0 8 |i Printed edition:  |z 9783540370529 
830 0 |a Foundations Engineering Mechanics,  |x 1612-1384 
856 4 0 |u http://dx.doi.org/10.1007/978-3-540-37054-3  |z Full Text via HEAL-Link 
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950 |a Engineering (Springer-11647)