An important need in assessing the performance of externally bonded fiber reinforced
polymer reinforcement (FRP EBR) for RC structures is to have a constitutive model for the …

This study presents a numerical model to characterize the fracture process of a reinforced
concrete (RC) beam strengthened with fiber-reinforced polymer (FRP) in detail. A numerical …

The interfacial bond parameters are quantified and modeled in this work through
experimental and analytical studies. A database comprising 628 shear tests of externally …

An analytical model for fully encapsulated rock bolts subjected to tensile load in pull-out
tests is presented. This model is based on the bond–slip relationship describing the …

Distributed fiber optic sensors with protective packages have shown unique capabilities in
measuring strain and crack distributions for structural health monitoring. However, the …

A machine learning-based artificial neural network (ANN) approach is developed to
automatically identify the interfacial cohesive parameters between fiber-reinforced polymers …

An experimental investigation of the fatigue behavior of externally strengthened concrete
with fiber-reinforced polymers (FRP) is conducted. In the experimental program, strain …

The structural strengthening technique using fiber-reinforced polymer (FRP) composites to
strengthen concrete structures has been widely used. For this reinforcement technique, the …

The dynamic evolution characteristic of the bond strength at the interface of a bolt and a rock
mass under an axial tensile load and the mechanical behavior of fully grouted bolts in situ …

This paper presents an experimental investigation on the bond behavior between basalt
fiber–reinforced polymer (BFRP) sheet and concrete substrate under the coupled effects of …