A New Class of Carbon Nanotube: Polymer Concrete with Improved Fatigue Strength

Author:

Daghash Sherif M.,Tarefder Rafi,Taha Mahmoud M. Reda

Publisher

Springer International Publishing

Reference11 articles.

1. ACI Committee 548 (1996) 548.6R-96: Polymer concrete-structural applications state-of-the-art-report (reported by ACI 548 Polymers and Adhesives for Concrete). Farmington Hills: American Concrete Institute.

2. Zhao, L., Karbhari, V. M., Hegemier, G. A., & Seible, F. (2004). Connection of concrete barrier rails to FRP bridge decks. Composites: Part B, 35(4), 269–278.

3. Lopez-Anido, R., Gangarao, H. V. S., Pauer, R. J., & Vedam, V. R. (1998). Evaluation of polymer concrete overlay for FRP composite bridge deck. Proceedings of the Marketing/Technical/Regulatory Sessions. EXPO ‘98, Composites Institute, New York, 13-F/1-6.

4. Dowling, N. E. (2007). Mechanical behavior of materials: Engineering methods for deformation, fracture, and fatigue (3rd ed.). Upper Saddle River: Prentice-Hall.

5. Wheat, D. L., Fowler, D. W., & Al-Negheimish, A. I. (1993). Thermal and fatigue behavior of polymer concrete overlaid beams. Journal of Materials in Civil Engineering, 5(4), 460–477.

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