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Experimental Fatigue Characteristics of Composite Bridge Deck of Hollow Section  

Lee, Sung-Woo (국민대학교 건설시스템공학부)
Hong, Kee-Jeung (국민대학교 건설시스템공학부)
Publication Information
Journal of the Computational Structural Engineering Institute of Korea / v.19, no.4, 2006 , pp. 337-345 More about this Journal
Abstract
In this study, to evaluate fatigue characteristics of developed composite bridge deck, compression fatigue test at girder support and flexural fatigue test for the 2.8m-long flexural test model were carried out. For the test specimen, DB 24 truck load was applied up to 2,000,000 cycles. In the compression fatigue test, behavior at deck tube and its bonded connection were evaluated. In the flexural fatigue test, deck behavior at mid-span and girder connection were evaluated.
Keywords
composite; bridge deck; compression fatigue test; flexure fatigue test;
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1 이성우 (2004) 신속시공. 경량. 고내구성 복합소재 교량 바닥판 산업화 연구, 건설교통부 연구보고서, 건설기술평가원
2 박성용, 송충한, 이선구, 이성우 (2002) 인발성형 복합소재 교량 바닥판의 설계 및 제작, 한국전산구조공학회 학술발표회 논문집
3 Defence Advanced Research Projects Agency (2000) Advanced Composites for Bridge Infrastructure Renewal - Phase II. Martin Marietta Composites
4 Brusel. B. P. (2000) Product Selection Guide: FRP Composite Product for Bridge Applications, The Market Development Alliance of the FRP Composite Industry