000 | 03013nam a22005175i 4500 | ||
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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 |
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024 | 7 |
_a10.1007/978-3-540-37054-3 _2doi |
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050 | 4 | _aTA349-359 | |
072 | 7 |
_aTGB _2bicssc |
|
072 | 7 |
_aSCI041000 _2bisacsh |
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072 | 7 |
_aTEC009070 _2bisacsh |
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082 | 0 | 4 |
_a620.1 _223 |
100 | 1 |
_aElsoufiev, Serguey A. _eauthor. |
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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. |
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336 |
_atext _btxt _2rdacontent |
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337 |
_acomputer _bc _2rdamedia |
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338 |
_aonline resource _bcr _2rdacarrier |
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347 |
_atext file _bPDF _2rda |
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490 | 1 |
_aFoundations Engineering Mechanics, _x1612-1384 |
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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 |