| 000 | 02844nam a22005055i 4500 | ||
|---|---|---|---|
| 001 | 978-3-642-16764-5 | ||
| 003 | DE-He213 | ||
| 005 | 20140220083749.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 110207s2011 gw | s |||| 0|eng d | ||
| 020 |
_a9783642167645 _9978-3-642-16764-5 |
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| 024 | 7 |
_a10.1007/978-3-642-16764-5 _2doi |
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| 050 | 4 | _aTA401-492 | |
| 072 | 7 |
_aTNK _2bicssc |
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| 072 | 7 |
_aTEC009020 _2bisacsh |
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| 072 | 7 |
_aTEC021000 _2bisacsh |
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| 082 | 0 | 4 |
_a691 _223 |
| 100 | 1 |
_aKumar, Shailendra. _eauthor. |
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| 245 | 1 | 0 |
_aConcrete Fracture Models and Applications _h[electronic resource] / _cby Shailendra Kumar, Sudhirkumar V Barai. |
| 264 | 1 |
_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg : _bImprint: Springer, _c2011. |
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| 300 |
_aXXVI, 406p. 187 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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| 505 | 0 | _aForeword -- Preface -- List of Symbols and Abbreviations -- Introduction to Fracture Mechanics of Concrete -- Fracture Mechanics of Concrete – State-of-the-Art Review -- Fracture Behavior of Concrete using Cohesive Crack and Size Effect Models -- Crack Propagation Study using Double-K and Double-G Fracture Parameters -- Fracture Properties of Concrete based on the KRcurve Associated with Cohesive Stress Distribution -- Comparison of Fracture Parameters of Concrete using Nonlinear Fracture Models -- Appendix. Subject index. | |
| 520 | _aCementitious materials, rocks and fibre-reinforced composites commonly termed as quasibrittle, need a different fracture mechanics approach to model the crack propagation study because of the presence of significant size of fracture process zone ahead of the crack-tip. Recent studies show that concrete structures manifest three important stages in fracture process: crack initiation, stable crack propagation and unstable fracture or failure. Fracture Mechanics concept can better explain the above various stages including the concepts of ductility, size-effect, strain softening and post-cracking behavior of concrete and concrete structures. | ||
| 650 | 0 | _aEngineering. | |
| 650 | 0 | _aEngineering mathematics. | |
| 650 | 0 | _aMechanical engineering. | |
| 650 | 0 | _aBuilding construction. | |
| 650 | 0 | _aMaterials. | |
| 650 | 1 | 4 | _aEngineering. |
| 650 | 2 | 4 | _aBuilding Materials. |
| 650 | 2 | 4 | _aStructural Mechanics. |
| 650 | 2 | 4 | _aStructural Materials. |
| 650 | 2 | 4 | _aAppl.Mathematics/Computational Methods of Engineering. |
| 700 | 1 |
_aBarai, Sudhirkumar V. _eauthor. |
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| 710 | 2 | _aSpringerLink (Online service) | |
| 773 | 0 | _tSpringer eBooks | |
| 776 | 0 | 8 |
_iPrinted edition: _z9783642167638 |
| 856 | 4 | 0 | _uhttp://dx.doi.org/10.1007/978-3-642-16764-5 |
| 912 | _aZDB-2-ENG | ||
| 999 |
_c107196 _d107196 |
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