Effect of engineered cementitious composite on the bond behavior between fiber-reinforced polymer and concrete

L Sui, M Luo, K Yu, F **ng, P Li, Y Zhou, C Chen - Composite Structures, 2018 - Elsevier
Externally bonded fiber-reinforced polymer (FRP) to a degraded reinforced concrete
structure is currently a very popular strengthening technology; however, premature …

3D beam–column corner joints retrofitted with X-shaped FRP sheets attached via the EBROG technique

D Mostofinejad, M Hajrasouliha - Engineering Structures, 2019 - Elsevier
Beam-column joints are fundamental structural components of a stable structure. Corner
joints are more likely to fail due to their small size and inferior confinement. This calls for …

Experimental investigation of the efficacy of EBROG method in seismic rehabilitation of deficient reinforced concrete beam–column joints using CFRP sheets

D Mostofinejad, A Akhlaghi - Journal of Composites for …, 2017 - ascelibrary.org
A major cause underlying the collapse of reinforced concrete (RC) moment-resisting frames
observed in past earthquakes is the shear failure of nonseismically detailed exterior beam …

Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models

A Hosseini, D Mostofinejad - International Journal of Adhesion and …, 2014 - Elsevier
Bond behavior of adhesively-bonded fiber reinforced polymers (FRPs) to concrete substrate
has been investigated by many researchers worldwide. An interesting aspect of FRP-to …