000 | 03202nam a22005295i 4500 | ||
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001 | 978-3-642-40945-5 | ||
003 | DE-He213 | ||
005 | 20200421112228.0 | ||
007 | cr nn 008mamaa | ||
008 | 131025s2014 gw | s |||| 0|eng d | ||
020 |
_a9783642409455 _9978-3-642-40945-5 |
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024 | 7 |
_a10.1007/978-3-642-40945-5 _2doi |
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050 | 4 | _aTA405-409.3 | |
050 | 4 | _aQA808.2 | |
072 | 7 |
_aTG _2bicssc |
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072 | 7 |
_aTEC009070 _2bisacsh |
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072 | 7 |
_aTEC021000 _2bisacsh |
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082 | 0 | 4 |
_a620.1 _223 |
245 | 1 | 0 |
_aPlasticity of Pressure-Sensitive Materials _h[electronic resource] / _cedited by Holm Altenbach, Andreas �Ochsner. |
264 | 1 |
_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg : _bImprint: Springer, _c2014. |
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300 |
_aX, 376 p. 191 illus., 66 illus. in color. _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 |
_aEngineering Materials, _x1612-1317 |
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505 | 0 | _aPart I:Experimental Observations -- Part II: Theoretical Foundation -- Summary of Continuum mechanics -- Yield Criteria -- Theory of Plasticity -- Part III: Applications -- Metal Forming -- Powder -- Concrete -- Soil and Rock -- Porous Metals -- Cellular -- Human -- Adhesives and Polymers -- Part IV: Some Mathematics. | |
520 | _aClassical plasticity theory of metals is independent of the hydrostatic pressure. However, if the metal contains voids or pores or if the structure is composed of cells, this classical assumption is no more valid and the influence of the hydrostatic pressure must be incorporated in the constitutive description. Looking at the microlevel, metal plasticity is connected with the uniform planes of atoms organized with long-range order. Planes may slip past each other along their close-packed directions. The result is a permanent change of shape within the crystal and plastic deformation. The presence of dislocations increases the likelihood of planes slipping. Nowadays, the theory of pressure sensitive plasticity is successfully applied to many other important classes of materials (polymers, concrete, bones etc.) even if the phenomena on the micro-level are different to classical plasticity of metals. The theoretical background of this phenomenological approach based on observations on the macro-level is described in detail in this monograph and applied to a wide range of different important materials in the last part of this book. | ||
650 | 0 | _aEngineering. | |
650 | 0 | _aMechanics. | |
650 | 0 | _aContinuum mechanics. | |
650 | 0 | _aMaterials science. | |
650 | 1 | 4 | _aEngineering. |
650 | 2 | 4 | _aContinuum Mechanics and Mechanics of Materials. |
650 | 2 | 4 | _aMaterials Science, general. |
650 | 2 | 4 | _aMechanics. |
700 | 1 |
_aAltenbach, Holm. _eeditor. |
|
700 | 1 |
_a�Ochsner, Andreas. _eeditor. |
|
710 | 2 | _aSpringerLink (Online service) | |
773 | 0 | _tSpringer eBooks | |
776 | 0 | 8 |
_iPrinted edition: _z9783642409448 |
830 | 0 |
_aEngineering Materials, _x1612-1317 |
|
856 | 4 | 0 | _uhttp://dx.doi.org/10.1007/978-3-642-40945-5 |
912 | _aZDB-2-ENG | ||
942 | _cEBK | ||
999 |
_c57831 _d57831 |