Bond stress-slip behaviour of steel reinforcing bar embedded in hybrid fiber-reinforced concrete

Author:

Hameed Rashid,Turatsinze Anaclet,Duprat Frédéric,Sellier Alain

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference19 articles.

1. Bilal S. H., Elias Y. A. H., and Harajli, M. H. (2011). “Effect of steel fibers on bond strength of hooked bars in normal-strength concrete” ACI Structural Journal, Vol. 108, No. 1, pp. 42–50.

2. Campione G., Cucchiara C., Mendola L. L., and Papia M. (2005). “Steel-concrete bond lightweight fiber reinforced concrete under monotonic and cyclic actions” Engineering Structures, Vol. 27, pp. 881–890.

3. Choi, K. (1988). Anchorage of beam reinforced at conventional and fibrous beam-column connections, PhD Thesis, Michigan State University, USA.

4. Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). Local bond stress-slip relationships of deformed bars under generalized excitation, Report UCB/EERC-83/23, Earthquake Engineering Research Centre, University of California, Berkeley, USA.

5. Ezeldin, A. S. and Balaguru, P. N. (1989), “Bond behavior of normal and high-strength fiber reinforced concrete” ACI Materials Journal, Vol. 86, No. 5, pp. 515–524.

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