In this paper, a finite element modelling approach is developed for the analysis of the cyclic
behavior of precast beam-to-column connections. In particular, the modelling takes into …

A thermodynamically consistent model proposed in this work introduces a generative
symbolic framework for computational components, which can capture the inelastic behavior …

Minimum concrete cover for rebar, rebar diameter, concrete compressive strength,
embedded length of rebar, and lateral reinforcement by stirrups are the crucial factors …

In recent studies, Ultra-high Performance Concretes (UHPC) have been shown to exhibit
significantly better bond with steel reinforcement compared to conventional concrete …

In this paper, a fiber beam-column element considering flexure–shear interaction and bond-
slip effect is developed for cyclic analysis of reinforced concrete (RC) structures. The …

The interaction between the steel bar and concrete is one of the most important issues that
control the efficiency of the composite behavior. Accurate evaluation of the interaction …

This paper detailed the development of a numerical model for simulating the nonlinear
behaviour of the concrete masonry infilled RC frames subjected to in-plane lateral loading …

The purpose of this paper is to study the bond behavior of steel reinforced recycled
aggregate concrete (SRRAC) structure, and to solve the problem that the bond behavior …

The bond-slip behavior at the steel-concrete interface plays a significant role in the
performance of reinforced concrete (RC) structures. In the past few decades, there has been …

In this paper we introduce a thermodynamically consistent bond-interface pressure-sensitive
damage model with cumulative sliding strain measure as a fundamental source of fatigue …