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1 Ergün A, "The effects of material properties on bond strength between reinforcing bar and concrete exposed to high temperature" 112 : 691-698, 2016
2 Choi EG, "Structural damage evaluation of reinforced concrete beams exposed to high temperatures" 23 : 135151-, 2013
3 Jiang CJ, "Shear performance of fire-damaged reinforced concrete beams repaired by a bolted side-plating technique" 143 (143): 1-8, 2017
4 Yang HF, "Shear behavior of recycled aggregate concrete after exposure to high temperature" 106 : 374-381, 2016
5 Dwaikat MB, "Response of restrained concrete beams under design fire exposure" 135 : 1408-1417, 2009
6 Bingöl AF, "Residual bond strength between steel bars and concrete after elevated temperatures" 44 (44): 854-859, 2009
7 Felicetti R, "Residual behavior of steel rebars and R/C sections after a fire" 23 (23): 3546-3555, 2009
8 Hsu JH, "Modelling the effective elastic modulus of RC beams exposed to fire" 14 (14): 102-108, 2006
9 "Fire resistance tests-elements of building construction. Part 1: General requirement. ISO 834-1"
10 Jiang CJ, "Experimental study on the residual shear capacity of fire-damaged reinforced concreteframe beams and cantilevers" 100 : 140-156, 2018
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