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Structural behavior of precast concrete deck with ribbed loop joints in a composite bridge
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  • Journal title : Smart Structures and Systems
  • Volume 17, Issue 4,  2016, pp.559-576
  • Publisher : Techno-Press
  • DOI : 10.12989/sss.2016.17.4.559
 Title & Authors
Structural behavior of precast concrete deck with ribbed loop joints in a composite bridge
Shin, Dong-Ho; Chung, Chul-Hun; Oh, Hyun-Chul; Park, Se-Jin; Kim, In-Gyu; Kim, Young-Jin; Byun, Tae-Kwan; Kang, Myoung-Gu;
 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;
 Language
English
 Cited by
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Advances in concrete construction, 2016. vol.4. 3, pp.173-194 crossref(new window)
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Effect of high-strength concrete on shear behavior of dry joints in precast concrete segmental bridges,;;;;;

Steel and Composite Structures, 2016. vol.22. 5, pp.1019-1038 crossref(new window)
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