Comparison between Y-type Perfobond Rib Shear Connector and Traditional Perfobond Rib Shear Connector with Push-out Tests
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Détails bibliographiques
| Auteur(s): |
Chi-Young Jung
Seung-Min Park Seong-Hwan Won Sang-Hyo Kim |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
| Publié dans: | IABSE Congress Seoul 2012 | ||||
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| Page(s): | 2096-2103 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/222137912805112824 | ||||
| Abstrait: |
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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