Degradation of bonding behavior due to chloride-induced corrosion of steel strands is
critical for serviceability of prestressed concrete structures. In this paper, total thirty-one …

The orientation of steel fibers in concrete attracted by magnetized rebar and its effects on
bond behavior between concrete and rebar are experimentally studied. Firstly, the …

Concrete cracking induced by strand corrosion can degrade bond strength and lead to
prestress loss. A novel model is proposed to predict corrosion-induced prestress loss in …

An experimental test is proposed to investigate the interface shear strength between
carbonated concrete substrate and self-compacting concrete (SCC) overlay. Thirty-nine Z …

The demand for improving the efficient management of maintenance systems has
continuously increased, and digital twins (DTs) are expected to innovatively transform …

Corrosion of prestressed concrete structures causes size reduction of strands, degradation
of mechanical properties of steel, cracking of the surrounding concrete, and bond decay at …

The corrosion of steel strands due to the chloride contamination is one of the most common
causes for the degradation of prestressed concrete infrastructure. In this paper, an …

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 …

Steel strands, which are most frequently used as internal/external tendons of prestressed
concrete (PSC), are highly susceptible to corrosion, which degrades the structural stability of …

Corrosion-induced cracking in prestressed concrete elements has been one of the most
dominant factors that can cause the deterioration of concrete structures. Since most of the …