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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Elsoufiev, Serguey A. (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Berlin, Heidelberg : Springer Berlin Heidelberg, 2010.
Έκδοση:2nd Edition.
Σειρά:Springer Series in Geomechanics and Geoengineering,
Θέματα:
Διαθέσιμο Online: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. 
250 |a 2nd Edition. 
264 1 |a Berlin, Heidelberg :  |b Springer Berlin Heidelberg,  |c 2010. 
300 |a XVIII, 258 p. 159 illus.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
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490 1 |a Springer Series in Geomechanics and Geoengineering,  |x 1866-8755 
505 0 |a 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 small strain in dangerous poins of the body only on the material. Professor Elsoufiev included many new solutions of non-linear geotechnical problems to this second edition. . 
650 0 |a Engineering. 
650 0 |a Geotechnical engineering. 
650 0 |a Computational intelligence. 
650 0 |a Continuum mechanics. 
650 0 |a Structural mechanics. 
650 1 4 |a Engineering. 
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 9783642013003 
830 0 |a Springer Series in Geomechanics and Geoengineering,  |x 1866-8755 
856 4 0 |u http://dx.doi.org/10.1007/978-3-642-01301-0  |z Full Text via HEAL-Link 
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950 |a Engineering (Springer-11647)