Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
10622807 | Cement and Concrete Research | 2005 | 9 Pages |
Abstract
A realistic method of analysis for the postcracking behavior of newly developed structural synthetic fiber reinforced concrete beams is proposed. In order to predict the postcracking behavior, pullout behavior of single fiber is identified by tests and employed in the model in addition to the realistic stress-strain behavior of concrete in compression and tension. A probabilistic approach is used to calculate the effective number of fibers across the crack faces and to calculate the probability of nonpullout failure of fibers. The proposed theory is compared with test data and shows good agreement. The proposed theory can be efficiently used to predict the load-deflection behavior, moment-curvature relation, load-crack mouth opening displacement (CMOD) relation of synthetic fiber reinforced concrete beams.
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Authors
Byung Hwan Oh, Dae Gyun Park, Ji Cheol Kim, Young Cheol Choi,