This paper explores the use of three-dimensional (3D) laser scanning to evaluate
deteriorated steel bridge girders due to corrosion. Initially, a naturally corroded beam from a …

To explore the impact of localized corrosion on the mechanical properties of hollow steel
columns under eccentric loads, a specialized localized immersion-accelerated corrosion …

Corrosion is a common cause for steel bridge deterioration, primarily attributed to
malfunctioning deck expansion joints. Aged joints fail to prevent water or deicing mixtures …

Aging bridges are prone to malfunctioning expansion joints, allowing water and deicing
mixtures to seep trough deteriorate the superstructure components. This paper evaluates …

As our transportation infrastructure ages, its deterioration is becoming a growing concern.
Rapid and effective methods for repair can reduce the need for time-and cost-intensive …

The main cause of structural deficiency in steel bridges is corrosion damage at girder ends
caused by the leakage of bridge joints. This localized corrosion damage reduces steel …

The degradation of the overall stability of corroded rolled H-shaped steel beams under
bending conditions has not been extensively studied. In the present study, monotonic tensile …

This paper presents an experimental and numerical investigation on the buckling behaviour
of corroded cold-formed steel (CFS) channel section columns under axial compression. 7 …

The structural integrity of steel trusses and I-beams is of vital importance for preventing the
potential collapse of steel bridges when subjected to extraordinary forces. Thus, identifying …

For steel bridges, corrosion has historically led to bridge failures, resulting in fatalities and
injuries. To enhance public safety and prevent such incidents, authorities mandate in-situ …