A new interface model to simulate the bond-slip behavior of reinforcing bars is presented.
The model adopts a semiempirical law to predict the bond stress-versus-slip relations of …

A moderate earthquake with a magnitude M w of 6.8 occurred in the Sivrice district of Elazığ
Province in Eastern Turkey on January 24th, 2020. The mainshock and long-term …

This paper presents a detailed finite element modeling scheme to simulate the cyclic
response of RC columns considering low-cycle fatigue and bond-slip of reinforcement. The …

This paper presents a three‐dimensional analysis framework, based on the explicit finite
element method, for the simulation of reinforced concrete components under cyclic static …

This paper presents a material model for the analysis of concrete under multiaxial, cyclic
loading conditions. An elastoplastic formulation, having a nonassociative flow rule to capture …

The vulnerability of non-engineered/substandard reinforced concrete (RC) members could
arise from the bond-slip failure due to low interaction between the smooth bar and poor …

The assessment of the seismic vulnerability and collapse potential of masonry-infilled RC
frame buildings presents a significant challenge because of the complicated failure …

This paper presents a new interface model to simulate the cyclic bond-slip behavior of steel
reinforcing bars embedded in concrete. A multi-surface plasticity formulation is used to …

The behavior of reinforced concrete structures under severe demands, as strong ground
motions, is highly complex; this is mainly due to the complexity of concrete behavior and to …

This paper presents an approximate multicontact model to study dynamic bond stress‐slip
based on the concrete damage‐plastic model. To establish the bond stress‐slip between …