| 000 | 03530nam a22005415i 4500 | ||
|---|---|---|---|
| 003 | DE-He213 | ||
| 005 | 20191014010418.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 100930s2010 gw | s |||| 0|eng d | ||
| 020 | 6 | 4 |
_a9783642146039 _9978-3-642-14603-9 |
| 024 | 8 | 7 |
_a10.1007/978-3-642-14603-9 _2doi |
| 050 | 8 | 4 | _aTA703-705.4 |
| 050 | 8 | 4 | _aTA775-787 |
| 050 | 8 | 4 | _aTC1-1800 |
| 072 | 8 | 7 |
_aRBP _2bicssc |
| 072 | 8 | 7 |
_aRBGK _2bicssc |
| 072 | 8 | 7 |
_aSCI042000 _2bisacsh |
| 082 |
_a624.15 _223 |
||
| 100 | 8 | 1 |
_aTejchman, Jacek. _eauthor. _9166444 |
| 245 | 9 | 7 |
_aExperimental and Theoretical Investigations of Steel-Fibrous Concrete _h[electronic resource] / _cby Jacek Tejchman, Jan Kozicki. |
| 001 | 000068534 | ||
| 300 | 6 | 4 |
_aV, 280 p. _bonline resource. |
| 490 | 8 | 1 |
_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755 |
| 505 | 8 | 0 | _aGeneral -- Literature Overview -- Theoretical Models -- Lattice Discrete Model -- Epilogue. |
| 520 | 6 | 4 | _aConcrete is still the most widely used construction material since it has the lowest ratio between cost and strength as compared to other available materials. However, it has two undesirable properties, namely: low tensile strength and large brittleness that cause the collapse to occur shortly after the formation of the first crack. To improve these two negative properties and to achieve a partial substitute of conventional reinforcement, an addition of short discontinuous randomly oriented steel fibres can be practiced among others. In spite of positive properties, fibrous concrete did not find such acknowledgment and application as usual concrete. There do not still exist consistent dimensioning rules due to the lack sufficient large-scale static and dynamic experiments taking into account the effect of the fibre orientation. The intention of the book is twofold: first to summarize the most important mechanical and physical properties of steel-fibre-added concrete and reinforced concrete on the basis of numerous experiments described in the scientific literature, and second to describe a quasi-static fracture process at meso-scale both in plain concrete and fibrous concrete using a novel discrete lattice model. In 2D and 3D simulations of fibrous concrete specimens under uniaxial tension, the effect of the fibre volume, fibre distribution, fibre orientation, fibre length, fibrous bond strength and specimen size on both the stress-strain curve and fracture process was carefully analyzed. |
| 650 | 8 | 0 |
_aEngineering. _9166445 |
| 650 | 8 | 0 |
_aEngineering geology. _911022 |
| 650 | 8 | 0 |
_aMechanics, applied. _99231 |
| 650 | 8 | 0 |
_aHydraulic engineering. _9166446 |
| 650 |
_aEngineering. _9166445 |
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| 650 |
_aGeoengineering, Foundations, Hydraulics. _922747 |
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| 650 |
_aGeotechnical Engineering. _911027 |
||
| 650 |
_aTheoretical and Applied Mechanics. _99236 |
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| 700 | 8 | 1 |
_aKozicki, Jan. _eauthor. _9166447 |
| 710 | 8 | 2 |
_aSpringerLink (Online service) _9166448 |
| 773 | 8 | 0 | _tSpringer eBooks |
| 776 |
_iPrinted edition: _z9783642146022 |
||
| 830 | 8 | 0 |
_aSpringer Series in Geomechanics and Geoengineering, _x1866-8755 _9166449 |
| 856 |
_uhttp://dx.doi.org/10.1007/978-3-642-14603-9 _zde clik aquí para ver el libro electrónico |
||
| 264 | 8 | 1 |
_aBerlin, Heidelberg : _bSpringer Berlin Heidelberg, _c2010. |
| 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 |
| 999 |
_c68264 _d68264 |
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| 942 | _c05 | ||