Flexural behavior of steel beams strengthened by carbon fiber reinforced polymer plates – Three dimensional finite element simulation

Fatigue design criteria for strengthening metallic beams with bonded CFRP plates

“…The availability of the CFRP materials in different forms (e.g., sheets and laminates) and their wide range of mechanical properties have attracted recent research attention. Czaderski and Robinovitch [1] and Seleem et al [2] used CFRP laminates to increase the flexural load carrying capacity of steel beams. Wu et al [3,4] have shown that by strengthening damaged steel members using CFRP laminates, the fatigue life can be substantially increased.…”

Finite-Element Numerical Simulation of the Bending Performance of Post-Tensioned Structural Glass Beams with Adhesively Bonded CFRP Tendons

“…Khalifa and Nanni, 2002;Wu et al, 2005), steel (i.e. Colombi and Poggi, 2006;Seleem et al, 2010), timber (i.e. Johnsson et al, 2006;Nadira et al, 2016) and even glass (i.e.…”

Flexural behavior of strengthened steel–concrete composite beams by various plating methods

“…On the other hand, the mainly two debonding failure modes in steel I-beams strengthened with a bonded sheet/plate are intermediate debonding due to the yielding of steel flange and plate end debonding [9][10][11].…”