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Crack Behavior of RC Structures under High Cycle Loading  

Kang Bo-Soon (경주대학교 건설환경공학부)
Publication Information
Journal of the Korean Society for Railway / v.8, no.6, 2005 , pp. 495-499 More about this Journal
Abstract
Fatigue behavior of reinforced concrete(RC) elements has been experimentally and analytical investigated. Fatigue behavior is influenced by a longitudinal reinforcement ratio, strength of concrete and a load ratio Pu/Po. The purpose of this study to propose an empirical formula for the fatigue behavior on the 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
철근콘크리트 피로거동;강성변화;균열발전;사용반복하중;
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  • Reference
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