Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Thermal Effects of Asphalt Pavement on Steel Deck Arch Bridge

강바닥판 아치교의 아스팔트 포장 열영향

  • 이완훈 (청운대학교 철도행정토목학과) ;
  • 이태열 (삼성물산(주) 건설부문) ;
  • 정홍진 (전주대학교 토목환경공학과)
  • Published : 2006.04.01
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Abstract

Now, a long span and special types of steel deck bridges like as suspention or cable state bridges are increasing and Guss Asphalt used in pavement. But Guss Asphalt may caused severe stress and displacement of the bridge as it is treated using very high temperature ranging from $220^{\circ}C\;to\;260^{\circ}C$. In this paper, a series of numerical tests of a steel deck box arch bridge were conducted to estimate the thermal effect of a steel deck bridge according to temperature changes.

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