A probabilistic model for chloride induced corrosion of the reinforcing steel in concrete
structures is presented in this work. The main purpose of this model is to simulate the …

In this paper, the durability life and horizontal bearing characteristics of carbon fiber
reinforced polymers (CFRP) composite piles in marine environments are studied. The …

In the middle of 1990, over 30 different mixes of concretes with eight different binders and
water-binder ratios of 0.3 to 0.75 were exposed to a highway environment with a heavy de …

Chloride attack is the primary cause of performance deterioration and life attenuation of
reinforced concrete (RC) structures in marine environments. In an attempt to accurately …

Limited by their material characteristics and the influence of complex environmental factors,
a significant number of concrete structures in service often experience cracking. These …

Reinforced concrete (RC) structures under the marine environment may be subjected to
chloride-induced corrosion of reinforcement, which significantly impacts the structural …

Carbonation is one of the key factors that affect the durability of reinforced concrete
structures. This research investigated the carbonation of existing concrete building …

Chloride-induced corrosion involves multiple factors and uncertainties. This study focuses
on the probabilistic and multifactorial prediction model for the reliability and service life of …

A systematic framework is proposed to quantify hybrid uncertainties (ie, aleatory and
epistemic uncertainty) for the probabilistic prediction of corrosion damage in aging …

The synthetic effects of crack width and environment actions on chloride diffusivity of
reinforced concrete (RC) columns were experimentally studied after the alternative action of …