Three-Dimensional Fatigue Simulation of RC Slabs under Traveling Wheel-Type Loads

Author:

Maekawa Koichi,Gebreyouhannes Esayas,Mishima Tetsuya,An Xuehui

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference28 articles.

1. Boothby, T. E. and Laman, J. A. (1999). “Cumulative damage to bridge concrete deck slabs due to vehicle loading.” Journal of Bridge Engineering, ASCE, 4(1), 80-82.

2. Collins, M. P. and Vecchio, F. (1982). “The response of reinforced concrete to in-plane shear and normal stresses.” University of Toronto.

3. Time-Dependent Post-Peak Softening of RC Members in Flexure

4. Gebreyouhannes, E. (2006). “Shear transfer of cracked concrete under fatigue loading.” Proc. of 6th International PhD Symposium in Civil Engineering, fib, Zurich.

5. Graddy, J. C., Kim, J., Whitt, J. H., Burns, N. H. and Klingner, R. E. (2002). “Punching-shear behavior of bridge decks under fatigue loading.” Structural Journal, ACI, 99(3), 257-266.

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