This study evaluates the efficiency of an explainable ensemble learning framework in
precisely predicting the bond strength between steel sections with different surface …

The bond-slip behavior between profiled steel and concrete is a critical issue in the steel
reinforced concrete (SRC) composite structures. Existing models for predicting the bond …

The degradation of bond-slip behavior between steel and concrete after a fire is one of the
potential causes of building collapse. In contrast, water cooling is the most commonly used …

Abstract Fiber Reinforced Polymer (FRP) bars-Recycled Aggregate Concrete (RAC) can
alleviate the environmental damage caused by the massive exploitation of natural …

The mechanical performance of the steel reinforced reactive powder concrete (SRRPC)
structural components significantly depends on the steel-concrete interfacial bond behavior …

In this paper, the bond behavior between the section steel and concrete in partially encased
composite structural members (PEC) is investigated, and the concrete strength, anchorage …

The effects of steel fiber content, stirrup reinforcement ratio, cover thickness of ultra-high
performance concrete (UHPC) and embedded length of H-shaped steel on interfacial bond …

Improving the strength and ductility of magnesium (Mg) alloys is a popular area of research.
Many studies have indicated that laminated metal composites can be used to …

In this study, bond failure tests were carried out on eight beam anchorage specimens after
accelerated corrosion, and the crack widths on the concrete surface and the nonuniform …

This paper proposes the use of X-ray computed tomography (µCT, xCT) measurements
together with finite element method (FEM) numerical modelling to assess bond failures …