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| 008 | 290798 th eng | ||
| 035 | _a.b10266240 | ||
| 099 | 9 | _aAIT Thesis no.ST-88-08 | |
| 100 | 1 | _aChin, Chee-kiong | |
| 245 | 1 | 0 | _aExperimental study on plate shear connector for composite construction |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1988 |
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| 300 | _a97 p. | ||
| 490 | 1 |
_aThesis ; _vno. ST-88-08 |
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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, 1988 | ||
| 520 | _aThe capacity and failure mode of plate shaped shear connector with various height and thickness, and mounted on various thickness of bed plate are studied here by u sing the direct pull- out test (see Fig.5 ) and a formula for the calculation of this capacity is proposed in the present thesis . The outcome is compared with the direct push- out test outcome as found by Slutter & Driscoll [ 3 ) and Kiyomiya & Yokota [4) . How the various sizes, shapes and arrangement of s h ear connectors may affect the joint behavior of the composite lapped splice is also presented here from two composite lapped splice beam tests in this study (see Fig.7 ) and some test results from Virach [10) . Some direct pull- out tests with the confinement of stirrups or deformed bars piercing through the shear connector (see Fig.6) are also conducted to clarify their improvement in mechanical behavior of shear connector. | ||
| 650 | 0 | _aPlates (Engineering) | |
| 650 | 0 | _aComposite construction | |
| 700 | 1 |
_aUeda, Tamon, _eChairperson |
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| 700 | 0 |
_aPichai Nimityongskul, _eExamination Committee |
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| 700 | 0 |
_aSritawat Kitipornchai, _eExamintion Committee |
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| 710 | 2 |
_aThe Royal Thai Government, _eScholarship Donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-88-08 |
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| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B18633 |
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