Deterioration plays an important part in the life cycle of infrastructure systems. Among all
causes of deterioration (aging, chloride ingress, etc.) the action of live organisms has shown …

The present study describes an accelerated corrosion testing program comprising eight
reinforced concrete (RC) specimens to simulate reinforcement corrosion of a section of a …

This paper presents a spatial time-dependent reliability analysis to predict the likelihood and
extent of cracking for reinforced concrete structures exposed to chloride ion attack. A …

Continuing the tradition of the best-selling Handbook of Structural Engineering, this second
edition is a comprehensive reference to the broad spectrum of structural engineering …

Corrosion-induced cracking is observed to vary spatially over concrete surfaces. A two-
dimensional spatial time-dependent reliability model is developed to predict the likelihood …

Bridge design should take into account not only safety and functionality, but also the cost
effectiveness of investments throughout a bridge life‐cycle. This paper presents a …

This paper presents a market study indicating that Patch Repair without galvanic anodes
(PR strategy) can lead to continued corrosion (due to the halo effect and residual chloride …

A spatial time-dependent reliability model is developed for a RC beam subject to corrosion-
induced pitting corrosion. The analysis considers the spatial and time-dependent variability …

The deterioration and cracking of reinforced concrete (RC) bridges due to the chloride-
induced corrosion of steel reinforcement is an inherently time-dependent stochastic …

The paper reviews previously reported predictive models on corrosion-induced crack
initiation and propagation and presents new additional results of ongoing accelerated …