Bonding behavior of lap-spliced reinforcing bars embedded in Ultra-high Strength Concrete with steel fibers

Author:

Lee Jun-Ki

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference10 articles.

1. ASTM C1609/C1609M-06 (2006). “Standard test method for flexural performance of fiber-reinforced concrete (Using Beam with Third-Point Loading).” ASTM International, West Conshohocken, PA, DOI: 10.1520/C1609_C1609M-12 .

2. Azizinamini, A., Pavel, R., Hatfield, E., and Ghosh, S. K. (1999). “Behavior of lap-spliced reinforcing bars embedded in high-strength concrete.” ACI Structural Journal, Vol. 96, No. 5, pp. 826–835, DOI: 10.14359/737 .

3. Azizinamini, A., Stark, M., Roller, J. J., and Ghosh, S. K. (1993). “Bond performance of reinforcing bars embedded in high-strength concrete.” ACI Structural Journal, Vol. 90, No. 5, pp. 554–561, DOI: 10.14359/3951 .

4. Azizinmini A., Chisala M., and Ghosh S. K. (1995). “Tension development length of reinforcing bars embedded in high-strength concrete.” Engineering Structures, Vol. 17, No. 7, pp. 512–522, DOI: 10.1016/0141-0296(95)00096-P .

5. Chao, S. H., Naaman, A. E., and Parra-Montesinos, G. J. (2009). “Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composite.” ACI Structural Journal, Vol. 106, No. 6, pp. 887–906, DOI: 10.14359/51663191 .

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