Analysis of Flexural Fatigue Failure and Degradation Reliability of Cement Concrete for Highway Pavements
Author:
Affiliation:
1. School of Transportation, Southeast Univ., 2 Southeast University Rd., Nanjing, Jiangsu 211189, China.
2. Richangsheng Design and Research Institute of Building New Materials Co. Ltd., 22 Siyi Rd., Hangzhou, Zhejiang 310002, China.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784482292.085
Reference24 articles.
1. Aas-Jakobsen K. (1970). Fatigue of concrete beams and columns NTH Institut for beton Konstruksjoner Trondheim Norway.
2. Damage of concrete in fatigue;Alliche A.;J. Eng. Mech.,1992
3. Benjamin J. R. and Cornell C.A. (1970). Probability statistics and decision for civil engineers McGraw-Hill Inc. New York.
4. Prediction of transient and steady-state flexural fatigue crack propagation in concrete using a cyclic R-curve;Brake N. A.;J. Eng. Mech.,2011
5. A non-linear continuous fatigue damage model;Chaboche J. L.;Fatigue Fract. Eng. Mater. Struct.,1988
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