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http://dx.doi.org/10.4334/JKCI.2002.14.6.900

Realistic Prediction of Post-Cracking Behaviour in Synthetic Fiber Reinforced Concrete Beams  

오병환 (서울대학교 토목공학과)
김지철 (서울대학교 토목공학과)
박대균 (서울대학교 토목공학과)
원종필 (건국대학교)
Publication Information
Journal of the Korea Concrete Institute / v.14, no.6, 2002 , pp. 900-909 More about this Journal
Abstract
Fibers play a role to increase the tensile strength and cracking resistance of concrete structures. The post cracking behavior must be clarified to predict cracking resistance of fiber reinforced concrete. The purpose of this study is to develop a realistic analysis method for the post cracking behavior of synthetic fiber reinforced concrete members. For this purpose, the cracked section is assumed to behave as a rigid body and the pullout behavior of single fiber is employed. A probabilistic approach is used to calculate effective number of fibers across crack faces. The existing theory is compared with test data and shows good agreement. The proposed theory can be efficiently used to describe the load-deflection behavior, moment-curvature relation, load-crack width relation of synthetic fiber reinforced concrete beams.
Keywords
fiber reinforced concrete; synthetic fiber; post cracking behavior; pullout test; fiber; crack width;
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