Comparison between Y-type Perfobond Rib Shear Connector and Traditional Perfobond Rib Shear Connector with Push-out Tests
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Bibliographic Details
| Author(s): |
Chi-Young Jung
Seung-Min Park Seong-Hwan Won Sang-Hyo Kim |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
| Published in: | IABSE Congress Seoul 2012 | ||||
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| Page(s): | 2096-2103 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/222137912805112824 | ||||
| Abstract: |
Recently, steel and concrete composite structures are widely used due to the sectional efficiency. In composite structures shear connection should be guaranteed for composite behavior of two materal. This should be ensured by the shear capacity of shear connector in the composite structures. This study evaluated behavior of Y-type perfobond rib shear connector which is superior in shear capacity and ductility than traditional perfobond rib shear connector by push-out tests. Y-type perfobond rib shear connector has higher shear capacity and ductility than the traditional perfobond rib shear connector by comparing and estimating the experimental results. |
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| Keywords: |
shear connection Y-type perfobond rib shear connector push-out teset
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