000			03058nam a22004935i 4500
001			u373380
003			SIRSI
005			20160812084143.0
007			cr nn 008mamaa
008			100316s2010 gw | s |||| 0|eng d
020			_a9783642013010 _9978-3-642-01301-0
040			_cMX-MeUAM
050		4	_aTA349-359
082	0	4	_a620.1 _223
100	1		_aElsoufiev, Serguey A. _eauthor.
245	1	0	_aStrength Analysis in Geomechanics _h[recurso electrónico] / _cby Serguey A. Elsoufiev.
250			_a2nd Edition.
264		1	_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg, _c2010.
300			_aXVIII, 258p. 318 illus., 159 illus. in color. _bonline resource.
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
347			_atext file _bPDF _2rda
490	1		_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755
505	0		_aIntroduction: 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			_aThe 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	_aEngineering.
650		0	_aEngineering geology.
650		0	_aMaterials.
650		0	_aMechanical engineering.
650	1	4	_aEngineering.
650	2	4	_aStructural Mechanics.
650	2	4	_aGeotechnical Engineering.
650	2	4	_aComputational Intelligence.
650	2	4	_aContinuum Mechanics and Mechanics of Materials.
710	2		_aSpringerLink (Online service)
773	0		_tSpringer eBooks
776	0	8	_iPrinted edition: _z9783642013003
830		0	_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755
856	4	0	_zLibro electrónico _uhttp://148.231.10.114:2048/login?url=http://link.springer.com/book/10.1007/978-3-642-01301-0
596			_a19
942			_cLIBRO_ELEC
999			_c201260 _d201260