Evaluation of FRP Bars Performance under High Temperature
Author:
Publisher
Elsevier BV
Subject
General Engineering
Reference7 articles.
1. N. Galati, A. Nanni, L.R. Dharani, F. Focacci, and M. A. Aiello, “Thermal effects on bond between FRP re-bars and concrete,” Composites Part A: Applied Science and Manufacturing, vol. 37, pp. 1223-1230, 2006.
2. R. Masmoudi, A. Masmoudi, M.B. Ouezdou, and A. Daoud, “Long-term bond performance of GFRP bars in concrete under temperature ranging from 20̊C to 80̊C” Construction and Building Materials, vol. 25, pp. 486-493, 2011.
3. A. K Al-Tamimi; Rami Hawileh; Jamal Abdalla and Hayder A. Rasheed, “Effects of Ratio of CFRP Plate Length to Shear Span and End Anchorage on Flexural Behavior of SCC R/C Beams”, ASCE's Journal of Composites for Construction, 2011.
4. R. Hawileh, Adil K. Al-Tamimi, J.A. Abdalla, M.H. Wehbi, “Retrofitting Pre-Cracked RC Beams Using CFRP and Epoxy Injections”, Key Engineering Materials, vol. 471-472, 692-696 February, 2011.
5. R. Hawileh, J.A. Abdalla, Adil K. Al-Tamimi, “Flexural Performance of Strengthened RC Beams with CFRP Laminates Subjected to Cyclic Loading”, 2011, Key Engineering Materials, vol. 471-472, 697-702 Journal.
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