Plate end (PE) debonding and intermediate crack (IC) debonding are the two main failure
modes of beams strengthened with fiber-reinforced polymer (FRP) in flexure. Therefore, it is …

Plate end (PE) debonding is one of the critical debonding failure modes that may occur in
reinforced concrete (RC) beams strengthened with externally bonded fiber reinforced …

Plate end (PE) debonding and intermediate crack (IC) debonding are the main failure
modes of fiber reinforced polymer (FRP) strengthened reinforced concrete (RC) beams in …

For reinforced concrete (RC) structures in service, original finite element models (FEMs)
based on design information usually deviate from actual structures due to structural damage …

Debonding of fiber-reinforced polymers (FRP) from the concrete substrate is a major
concern that compromises the effectiveness of FRP-strengthening. The intermediate-crack …

Intermediate crack (IC) debonding and concrete cover separation (CCS) are common types
of debonding failures in concrete beams flexurally strengthened with fiber-reinforced …

This research study is aimed at evaluating the effects of carbon fiber reinforced polymer
(CFRP) strengthening on the punching shear behavior of two-way reinforced concrete (RC) …

The present study experimentally and analytically investigates the effect of tensile
reinforcement ratio and arrangement on the behavior of FRP strengthened reinforced …

Fiber-reinforced polymers (FRPs) are widely used to enhance the flexural capacity of
existing concrete structures subjected to various loading actions. However, when FRPs are …

Reinforced concrete (RC) beams strengthened with fiber reinforced polymers (FRPs) are
structurally complex and prone to plate‐end (PE) debonding. In this study, considering the …