| 000 | 03629cam a2200385 i 4500 | ||
|---|---|---|---|
| 005 | 20221101233209.0 | ||
| 008 | 101102s2010 gw a b 000 0 eng d | ||
| 011 | _aBIB MATCHES WORLDCAT | ||
| 020 |
_a3642146023 _qhbk. |
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| 020 |
_a9783642146022 _qhbk. |
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| 035 | _a(ATU)b11817951 | ||
| 035 | _a(OCoLC)648933106 | ||
| 040 |
_aATU _beng _erda _cATU _dATU |
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| 082 | 0 | 4 |
_a624.18341 _222 |
| 100 | 1 |
_aTejchman, Jacek, _eauthor. _91082374 |
|
| 245 | 1 | 0 |
_aExperimental and theoretical investigations of steel-fibrous concrete / _cJacek Tejchman, Jan Kozicki. |
| 264 | 1 |
_aBerlin : _bSpringer, _c[2010] |
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| 264 | 4 | _c©2010 | |
| 300 |
_a285 pages : _billustrations ; _c24 cm. |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_aunmediated _bn _2rdamedia |
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| 338 |
_avolume _bnc _2rdacarrier |
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| 490 | 1 |
_aSpringer series in geomechanics & geoengineering, _x1866-8755 |
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| 504 | _aIncludes bibliographical references. | ||
| 505 | 0 | 0 |
_g1. _tIntroduction -- _g2. _tGeneral -- _g3. _tLiterature Overview -- _g3.1. _tProperties of Concrete with Steel Fibres -- _g3.1.1. _tQuasi-Static Experiments -- _g3.1.2. _tDynamic Experiments -- _g3.2. _tProperties of Reinforced Concrete with Steel Fibres -- _g3.3. _tConclusions -- _g4. _tTheoretical Models -- _g5. _tDiscrete Lattice Model -- _g5.1. _tSimulations of Fracture Process in Plain Concrete -- _g5.2. _tSimulations of Fracture Process in Fibrous Concrete -- _g5.2.1. _tTwo-Dimensional Simulations of Uniaxial Extension -- _g5.2.2. _tThree-Dimensional Simulations of Uniaxial Extension -- _g5.2.3. _tTwo-Dimensional Simulations of Three-Point Bending -- _g5.3. _tConclusions -- _g6. _tEpilogue. |
| 520 | _a"Concrete 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."--Publisher's website. | ||
| 588 | _aMachine converted from AACR2 source record. | ||
| 650 | 0 |
_aReinforced concrete _9323287 |
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| 700 | 1 |
_aKozicki, Jan, _eauthor. _91082375 |
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| 830 | 0 |
_aSpringer series in geomechanics and geoengineering. _91082376 |
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| 907 |
_a.b11817951 _b11-07-17 _c27-10-15 |
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| 945 |
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