Safety Evaluation for PSCI-Beam by Tilt-Constructed with Constraint and Deviation of Bearings

받침의 구속과 편기를 갖는 경사지게 설치된 PSCI빔의 안전성 평가

  • 박창호 (한국도로공사 도로교통기술원) ;
  • 신재인 (한국도로공사 도로교통기술원) ;
  • 이병주 (한국도로공사 도로교통기술원) ;
  • 서상길 (한국도로공사 구조물처)
  • Published : 2006.05.11

Abstract

Superstructure of reinforced concrete bridges are shortened or elongated due to creep, drying shrinkage, temperature and so on. Most of bridge superstructures are free to shortening and elongation without constraint and stresses will not be induced by creep, drying shrinkage and temperature. But if bridge superstructure are constraint due to wrong setting and functional defects of bridge bearing, very large constraint forces can be induced. In this study, PSCI-Beam by tilt-constructed with constraint and deviation of bearings are presented and the effects of time-dependent constraint stress and temperature loads are investigated.

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