GM Chen, JG Teng, JF Chen - Journal of composites for construction, 2011 - ascelibrary.org
Intermediate crack-induced debonding (IC debonding) is a common failure mode of RC beams strengthened with externally bonded fiber-reinforced polymer (FRP) reinforcement …
Most of the experimental studies available in literature on the seismic assessment and retrofit of existing, poorly detailed, reinforced concrete (RC) beam-column joints typical of …
X Lin, YX Zhang - Composite Structures, 2014 - Elsevier
In this paper several currently available bond stress-slip models for steel and FRP reinforcing bars in concrete are firstly reviewed, and both merits and demerits of these …
The paper presents the results obtained from a numerical and analytical analysis carried out on a set of concrete beams reinforced with steel bars, Fiber Reinforced Polymer (FRP) bars …
HY Omran, R El-Hacha - Construction and Building Materials, 2012 - Elsevier
This paper demonstrates a comprehensive 3D nonlinear Finite Element (FE) analysis of Reinforced Concrete (RC) beams strengthened with prestressed Near-Surface Mounted …
Intermediate crack (IC) debonding and concrete cover separation (CCS) are common types of debonding failures in concrete beams flexurally strengthened with fiber-reinforced …
To solve the issue of corrosion, the use of glass fibre reinforced polymer (GFRP) bars in reinforced concrete (RC) has emerged as a feasible option for conventional steel bar RC …
The numerical modelling of twelve concrete beams reinforced with glass fibre reinforced polymer (GFRP) longitudinal and transverse bars was performed by the author using the …
X Lin, YX Zhang - Composite Structures, 2013 - Elsevier
In this paper, a simple one-dimensional two-node layered composite beam element is developed for accurate modeling of structural behavior of steel/fiber reinforced polymer …