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http://dx.doi.org/10.7234/kscm.2012.25.5.164

Interface Horizontal Shear Strength between UHPC Deck and Concrete Girder with Stirrups  

Yoo, Dong-Min (한국도로교통협회 기술국)
Hwang, Hoon-Hee (한국도로교통협회 기술국)
Kim, Sung-Tae (한국건설기술연구원 SOC성능연구소 인프라구조연구실)
Park, Sung-Yong (한국건설기술연구원 SOC성능연구소 인프라구조연구실)
Publication Information
Composites Research / v.25, no.5, 2012 , pp. 164-168 More about this Journal
Abstract
The purpose of this experimental research was to evaluate interface shear requirements between UHPC deck and concrete girder with stirrups according to Korean Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications. The push-out tests are performed to analize the composite behavior in interface of connection. The test results were compared to the values of interface horizontal shear strength predicted by current codes. As the results, it was observed that the test results provided more conservative estimate for horizontal shear strength than the values by current codes equation.
Keywords
UHPC; horizontal shear strength; stirrup; design code;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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