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http://dx.doi.org/10.12989/sss.2016.17.4.559

Structural behavior of precast concrete deck with ribbed loop joints in a composite bridge  

Shin, Dong-Ho (Daewoo Institute of Construction Technology)
Chung, Chul-Hun (Department of Civil Engineering, Dankook University)
Oh, Hyun-Chul (Daewoo Institute of Construction Technology)
Park, Se-Jin (Daewoo Institute of Construction Technology)
Kim, In-Gyu (Daewoo Institute of Construction Technology)
Kim, Young-Jin (Daewoo Institute of Construction Technology)
Byun, Tae-Kwan (Department of Civil Engineering, Dankook University)
Kang, Myoung-Gu (Department of Civil Engineering, Dankook University)
Publication Information
Smart Structures and Systems / v.17, no.4, 2016 , pp. 559-576 More about this Journal
Abstract
This study is intended to propose a precast bridge deck system, which has ribbed loop joints between the decks and lacks internal tendons to improve the workability of existing precast deck system. A composite bridge deck specimen was fabricated using the proposed precast deck system, and static and fatigue load tests were conducted to evaluate the structural behavior and the crack pattern of the deck. Leakage test of the deck joints was also conducted and finite element analysis was carried out to compare with the test results.
Keywords
precast bridge deck system; composite bridge deck specimen; static and fatigue load tests; structural behavior; finite element analysis;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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