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| 005 | 20260818175706.0 | ||
| 008 | 220798 1992 th eng | ||
| 035 | _a.b10550288 | ||
| 099 | 9 | _aAIT Thesis no.ST-92-03 | |
| 100 | 1 | _aBon, Woo Chick | |
| 245 | 1 | 0 | _aReduced axial stifness of reinforcement caused by crack shear in concrete |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1992 |
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| 300 | _a95 leaves | ||
| 490 | 1 |
_aThesis ; _vno. ST-92-03 |
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| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1992 | ||
| 520 | _aThe subject of this study is to improve the previous computational model for computing shear capacity of reinforced crack. The reduced axial stiffness of reinforcement caused by crack shear in concerete has been investigated in this study. Experimental shear stress-shear slip and steel strain-pullout results in reinforced concrete member are given. At the crack plane, steel stress-pullout relationship and its mechanical behaviors are experimentaly found to be quite different from the relationship previously obtained under uniaxial stress condition. The distribution of strain and curvature nearby the shear crack has been investigated. The high curvature induced in bar nearby the crack section has been found to be the main reason responsible to the reduced axial stiffness of bigger diameter steel bar and causes the premature failure of reinforced concrete after crack. | ||
| 650 | 0 |
_aReinforced concrete _xCracking |
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| 700 | 1 |
_aMaekawa, Koichi, _eChairperson |
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| 700 | 0 |
_aPisidhi Karasudhi, _eExamination committee |
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| 700 | 1 |
_aPama, Ricardo P., _eExamination committee |
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| 710 | 2 |
_aGerman Academic Exchange Service (DAAD), _eScholarship donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-92-03 |
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| 856 |
_3Full-Text _u http://203.159.5.9/ait-thesis/detail.php?q=B16866 |
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