Throughout these comparisons, it is concluded that the most of the suggested insulating mixes acted efficiently to protect CFRP strengthened sections during fire. Temperature was significantly reduced at CFRP level -below the protective covers. It ranged between 100-120°C, for most of the mixes. Thus, enhancing significantly the fire resistance for CFRP retrofitted columns. Reduction in failure load capacity -due to fire exposure- was limited to 10-20% for most of the protected specimens. Even for the insulating mixes that resulted in lowest - post fire- residual strength, CFRP layer was highly damaged, but the reinforced concrete section was slightly affected, which still makes the damage repairable.
Elkady, H. (2010), "Effect of High Temperature on CFRP Retroffitted Columns, Protected with Different Coatings", Journal of Structural Fire Engineering, Vol. 1 No. 2, pp. 89-100. https://doi.org/10.1260/2040-23188.8.131.52Download as .RIS
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