Based on a review of existing literature, this paper summarizes the research progress
pertaining to the bond–slip in reinforced concrete (RC) structures. Specifically, considering …

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 …

Research challenges associated with progressive collapse of reinforced concrete (RC)
structures have attracted growing attention from researchers and industries worldwide, since …

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 …

An innovative seismic retrofitting technique for “as-built” reinforced concrete (RC) bridge
piers was proposed, by using ultra-high performance fiber reinforced concrete (UHPFRC) …

Precast segmental bridge piers are vigorously pursued, especially in low-and medium-
seismicity regions, for their merits in accelerating construction, reducing environmental/traffic …

In RC buildings, the unexpected sudden failure of a corner column is more likely to cause
severe progressive collapse than the failure of an interior column or a side column due to …

The paper reports the results of a numerical investigation on the relevance of including bar
slip, bar buckling and low-cycle fatigue in seismic fragility assessment of RC bridge piers …

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 …

The anchorage slip of longitudinal reinforcement in the foundation (also called strain
penetration effect) may affect the cyclic behavior of RC columns by inducing fixed-end …