000 03013nam a22005175i 4500
001 978-3-540-37054-3
003 DE-He213
005 20161121231159.0
007 cr nn 008mamaa
008 100301s2007 gw | s |||| 0|eng d
020 _a9783540370543
_9978-3-540-37054-3
024 7 _a10.1007/978-3-540-37054-3
_2doi
050 4 _aTA349-359
072 7 _aTGB
_2bicssc
072 7 _aSCI041000
_2bisacsh
072 7 _aTEC009070
_2bisacsh
082 0 4 _a620.1
_223
100 1 _aElsoufiev, Serguey A.
_eauthor.
245 1 0 _aStrength Analysis in Geomechanics
_h[electronic resource] /
_cby Serguey A. Elsoufiev.
264 1 _aBerlin, Heidelberg :
_bSpringer Berlin Heidelberg :
_bImprint: Springer,
_c2007.
300 _aXIV, 233 p. 159 illus.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aFoundations Engineering Mechanics,
_x1612-1384
505 0 _aErratum -- 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 _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 strain in dangerous poins of the body only on the material.
650 0 _aEngineering.
650 0 _aGeotechnical engineering.
650 0 _aComputational intelligence.
650 0 _aContinuum mechanics.
650 0 _aStructural mechanics.
650 1 4 _aEngineering.
650 2 4 _aStructural Mechanics.
650 2 4 _aGeotechnical Engineering & Applied Earth Sciences.
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:
_z9783540370529
830 0 _aFoundations Engineering Mechanics,
_x1612-1384
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-540-37054-3
912 _aZDB-2-ENG
950 _aEngineering (Springer-11647)
999 _c509733
_d509733