The constitutive relationship of concrete under passive confinement of fibre reinforced
polymer (FRP) is one of the fundamental requirements for mechanical analysis of FRP …

Plasticity-based models are used as the constitutive relationship of concrete under passive
confinement of fiber reinforced polymers (FRPs). Triaxial cube tests are needed for adjusting …

The objective of this paper is to introduce a modified local-to-global methodology to
understand the effect of fiber reinforced polymer (FRP) confinement on square concrete …

Even though several stress–strain models have been proposed for fiber-reinforced polymer
(FRP)-confined concrete columns subjected to axial compressive loading, very few models …

The analysis and design of concrete columns wrapped with fiber-reinforced polymer (FRP)
composites require the mathematical equation of stress–strain relationship and the ultimate …

In concrete columns confined with large rupture strain (LRS) fiber-reinforced polymers
(FRPs), the LRS FRPs enhance the strength and ductility of concrete columns with the same …

A general mathematical model is developed to describe the stress–strain (fc–εc) relationship
of FRP confined concrete. The relationship is applicable to both circular and rectangular …

Fiber-reinforced polymer (FRP) jacketing/wrapping has become an attractive strengthening
technique for concrete columns. Wrapping an existing concrete column with continuous FRP …

Given the magnitude of investigations conducted on axially-loaded FRP-confined concrete
columns in the past two decades, the focus of these studies was mainly given on FRP …

The utilization of fiber reinforced polymers (FRPs) is currently recognized as an effective
solution against concrete deterioration. The external FRP not only provides strength and …