In this study, we develop a sophisticated numerical model to analyze the axial tension
behavior of seven-wire steel strands subjected to corrosion by employing the ANSYS finite …

Reinforced concrete (RC) structures deteriorate over time which affects their strength and
serviceability. To develop measures for protecting new RC structures against deterioration …

An experimental study is proposed in this paper to investigate the effect of insufficient
grouting and strand corrosion on flexural behavior of prestressed concrete (PC) beams …

The corrosion morphology and the mechanical behavior of corroded prestressing strands
are investigated in the present study. Nineteen corroded strands are obtained through …

An experimental test is performed to investigate the flexural behavior of bonded post-
tensioned concrete beams under strand corrosion. Eight beams are designed and subjected …

Rock mass elastic and strength properties are needed for calculation of deformation and
determination of stability of underground structures. Most available models for prediction of …

Strand corrosion within the insufficient grouted duct has become a serious problem affecting
the durability of bridge structures. The residual flexural behavior of the locally ungrouted …

Seismic fragility of reinforced concrete (RC) bridges is defined as the conditional probability
that the seismic demand exceeds the corresponding capacity, specified for a certain …

This paper proposes a general physics-based probabilistic demand model for the reliability
analysis of reinforced concrete (RC) beams under blast loading. The formulation of the …

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 …