This paper presents an experimental study on the seismic behaviour of shear critical square
columns strengthened by large rupture strain (LRS) FRP under reversed cyclic lateral load …

In the seismic design and assessment of reinforced concrete structures in earthquake zones
buckling of longitudinal reinforcement in plastic hinge regions is an important limit state that …

Degradation laws of mechanical properties of corroded steel plates were studied by
experimental method and numerical simulation method based on surface topography in this …

A new phenomenological hysteretic model for reinforcing bars with and without corrosion
damage is presented. The model simulates buckling of reinforcement, deterioration in post …

An advanced modelling technique is developed to model the nonlinear cyclic response of
circular RC columns using fibre-based section discretisation method. A comparison between …

Shape Memory Alloys (SMAs) are an innovative material with the unique features of
superelasticity and energy dissipation capabilities under extreme loads. Due to their unique …

Despite the substantial steps made in understanding the mechanics of reinforced concrete
structures, effectively addressing, and mitigating inelastic buckling remains a complex and …

Corrosion of reinforcing bars is the most common reason for the premature deterioration of
reinforced concrete structures and bridges in a chloride laden environment. There are large …

An experimental study was conducted to investigate the influence of FRP confinement on
the buckling behavior of longitudinal steel reinforcing bars (rebars) in RC columns subjected …

The effect of inelastic buckling on low-cycle high amplitude fatigue life of reinforcing bars is
investigated experimentally. Ninety low-cycle fatigue tests on reinforcing bars varied in …