This paper first presents a critical review and assessment of the ability of the existing
Drucker–Prager (D–P) type concrete plasticity models to predict the behavior of confined …

This paper presents a modified plastic-damage model within the theoretical framework of the
Concrete Damaged Plasticity Model (CDPM) in ABAQUS for the modeling of confined …

The present work demonstrates the nonlinear finite element analysis (NLFEA) of 13
concentrically and eccentrically loaded short rectangular concrete column specimens …

Finite element (FE) modeling of confined concrete columns is a challenging task because it
requires accurate definition of the concrete material model to represent the volumetric …

Steel is a cheaper and more environmentally friendly alternative to externally confine
concrete compared to the commonly known fiber-reinforced polymer (FRP). Numerous …

Existing research works have established that Drucker–Prager (DP) plasticity model is
capable of modeling stress–strain behavior of confined concrete. However, accuracy of the …

The scratch resistance of polymeric materials is generally known to deteriorate with
increasing temperature of testing. The present study focuses on quantitatively predicting the …

Analytical and finite element studies on the behavior of Reinforced Concrete (RC) column
elements strengthened using a hybrid Carbon Fiber Reinforced Polymer (CFRP) laminates …

The strength and ductility of reinforced concrete (RC) columns can be substantially
enhanced though lateral confinement which may be provided by transverse steel …

Concrete dilation is one of the main parameters that controls the stress–strain behaviour of
confined concrete. Several analytical studies have been carried out to predict the stress …