Concrete's internal pore structure crucially influences the rate at which moisture and
chemicals, eg, chloride, move through concrete. This paper explores the coupling effect of …

Most engineering structures are exposed to various harsh environments, such as
temperature fluctuations and humidity cycles, simultaneously. Additionally, moisture transfer …

This paper presents results of an experimental investigation on the effect of moisture
transport on chloride penetration in partially saturated concrete. The paper includes the …

Under a service condition, there are simultaneous temperature variation, moisture
fluctuation, and chloride migration in concrete. The coupling effects among them are …

Most reinforced concrete structures are under the influence of environmental conditions,
such as temperature fluctuations, moisture and chloride variations simultaneously. Thus, the …

Chloride-induced corrosion is commonly recognized to be a major cause of deterioration of
coastal reinforced concrete structures (CRCS). Therefore, prediction of chloride penetration …

Chloride ingress is a severe problem for the durability of concrete structures worldwide, and
the relevant researches are of great significance. According to the requirements on accurate …

The diffusion of moisture and chloride in non-saturated concrete is considered as two
coupled transport processes. Two coupling terms are added in the governing equations …

Chloride-induced corrosion is one of the most important deterioration mechanisms in
reinforced concrete structures. This study presents detailed theoretical models for predicting …

Studies of chloride‐induced corrosion in reinforced concrete structures are performed based
on the reliable predictions of chloride and moisture distributions in concrete. This paper …