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003 | DE-He213 | ||
005 | 20191013105225.0 | ||
007 | cr nn 008mamaa | ||
008 | 100301s2008 gw | s |||| 0|eng d | ||
020 | 6 | 4 |
_a9783540705550 _9978-3-540-70555-0 |
024 | 8 | 7 |
_a10.1007/978-3-540-70555-0 _2doi |
050 | 8 | 4 | _aTA405-409.3 |
050 | 8 | 4 | _aQA808.2 |
072 | 8 | 7 |
_aTG _2bicssc |
072 | 8 | 7 |
_aTEC009070 _2bisacsh |
072 | 8 | 7 |
_aTEC021000 _2bisacsh |
082 |
_a620.1 _223 |
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100 | 8 | 1 |
_aTejchman, Jacek. _eauthor. _9127493 |
245 | 9 | 7 |
_aShear Localization in Granular Bodies with Micro-Polar Hypoplasticity _h[electronic resource] / _cby Jacek Tejchman. |
001 | 000063187 | ||
300 | 6 | 4 |
_aVII, 317 p. _bonline resource. |
490 | 8 | 1 |
_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755 |
505 | 8 | 0 | _aLiterature Overview on Experiments -- Theoretical Model -- Finite Element Calculations: Preliminary Results -- Finite Element Calculations: Advanced Results -- Epilogue. |
520 | 6 | 4 | _aThis book presents numerical simulations of shear localization in granular materials using a hypoplastic constitutive model enhanced by a characteristic length of the micro-structure in the form of a mean grain diameter. Due to the presence of the characteristic length, the boundary value problems are well-posed, the numerical results are mesh-independent (load-displacement diagrams, spacing and thickness of shear zones), and a deterministic size effect related to the ratio between a mean grain diameter and specimen size is captured. A comprehensive exposition of the hypoplastic constitutive equation and its extension within the framework of the micro-polar continuum are provided. Problems simulated include: plane strain compression, monotonic and cyclic shearing of an infinite long layer, direct and simple shearing, direct shearing along structure wall, sandpile, strip foundation and earth pressure. Some challenging problems are discussed, e.g. wall boundary conditions, non-coaxiality and stress-dilatancy rule, and textural anisotropy. Moreover, deterministic and statistical size effects are investigated. |
650 | 8 | 0 |
_aEngineering. _9127494 |
650 | 8 | 0 |
_aEngineering geology. _911022 |
650 | 8 | 0 |
_aThermodynamics. _912356 |
650 | 8 | 0 |
_aPhysics. _9127495 |
650 | 8 | 0 |
_aEngineering mathematics. _99629 |
650 | 8 | 0 |
_aMaterials. _98930 |
650 |
_aEngineering. _9127494 |
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650 |
_aContinuum Mechanics and Mechanics of Materials. _98933 |
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650 |
_aAppl.Mathematics/Computational Methods of Engineering. _99631 |
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650 |
_aMath. Applications in Geosciences. _911411 |
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650 |
_aGeotechnical Engineering. _911027 |
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650 |
_aGranular Media. _911391 |
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650 |
_aMechanics, Fluids, Thermodynamics. _919521 |
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710 | 8 | 2 |
_aSpringerLink (Online service) _9127496 |
773 | 8 | 0 | _tSpringer eBooks |
776 |
_iPrinted edition: _z9783540705543 |
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830 | 8 | 0 |
_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755 _9127497 |
856 |
_uhttp://dx.doi.org/10.1007/978-3-540-70555-0 _zde clik aquí para ver el libro electrónico |
||
264 | 8 | 1 |
_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg, _c2008. |
336 | 6 | 4 |
_atext _btxt _2rdacontent |
337 | 6 | 4 |
_acomputer _bc _2rdamedia |
338 | 6 | 4 |
_aonline resource _bcr _2rdacarrier |
347 | 6 | 4 |
_atext file _bPDF _2rda |
516 | 6 | 4 | _aZDB-2-ENG |
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_c62917 _d62917 |
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