Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Fatigue Behavior of RC Elements under High Cyclic Loading

사용반복하중에 대한 철근콘크리트 부재의 피로거동

  • 강보순 (경주대학교 건설환경시스템공학부) ;
  • 심형섭 (경주대학교 건설환경시스템공학부) ;
  • 황성춘 (경주대학교 건설환경시스템공학부)
  • Published : 2001.11.01
Download PDF
⟨ Previous Next ⟩

Abstract

Fatigue behavior of reinforced concrete(RC) elements has been experimentally and analytical investigated. Fatigue behavior influenced by longitudinal reinforcement ratio, strength of concrete and load ratio $P_{u}$/ $P_{o}$. The purpose of these studies is to propose an empirical formula for fatigue behavior on basis of experimental results. Also an analytical method to predict the crack propagation of RC beams has been developed based on the relationships between bond stress and slip.

Keywords