Influence of temperature on bond–slip characteristics of concrete containing fly ash

Author:

Sureshbabu N.ORCID,Mathew George

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference50 articles.

1. Ahmed, T. U., Mia, S., & Hossain, A. (2004) Effect of elevated temperature on the strength of cement mortar with the inclusion of fly ash. In: 29th conference on our world in concrete and structures, Singapore.

2. American Society of Testing and Materials (2017). ASTM C- 618 Standards, Standard specification for coal fly ash and raw calcined natural pozzolana for use in concrete, ASTM International, 100 Barr Harbor drive.

3. Arezoumandi, M., Wolfe, M. H., & Volz, J. S. (2013). A comparative study of the bond strength of reinforcing steel in high-volume fly ash concrete and conventional concrete. Construction and Building Materials,40, 919–924.

4. Bingol, F., & Gul, R. (2009). Residual bond strength between steel bars and concrete after elevated temperature. Fire and Safety Journal,44, 854–862.

5. Bournazel, J. P., & Miranville, M. (1997). Durability of concrete: the crossword between chemistry and mechanics. Cement and Concrete Research,27, 1629–1637.

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