Effect of stray current on corrosion behavior of reinforcing steel: importance of cell geometry and orientation with respect to the electrical field

Stray current circulating in reinforced concrete structures may initiate corrosion or accelerate existing corrosion processes on embedded reinforcement. In some cases, the range of dangerous or unwanted interactions of stray currents under favorable conditions (environment), is much broader than is generally recognized. All these show that...

Fatigue Load Model Safety: Verifying Reliability for Reinforced Concrete Railway Structures

It was unclear what level of reliability was provided by appliance of the Eurocode load models for fatigue due to train loads, meaning that it might be insufficient. Therefore, it was investigated what the provided reliability is, compared to what is should be. Within this report, the focus is solely on fatigue induced by bending moments on...

Incorporating cracking of concrete on chloride ingress and service life modeling of concrete structures

Chloride induced reinforcement corrosion is the most common degradation mechanisms for reinforced concrete structures. The service life of concrete structures is normally predicted by estimating the rate of chloride ingress and the necessary time to initiate reinforcement corrosion. Normally, chloride ingress is modeled as a diffusive process in...

Effect of corrosion on the fatigue service-life on steel and reinforced concrete beams

Chloride-induced corrosion is a point of big concern in reinforced concrete (RC) structures. To monitor the actual health and to predict the remaining service-life of structures, it is important to understand the structural behaviour and the failure mechanism of structures exposed to chlorides under fatigue loading conditions. A beam test,...

Investigation of inhibition effect of some amino acids against steel corrosion in chloride-containing alkaline solution

The corrosion inhibitory effect against reinforced steel corrosion of four amino acids was evaluated comparing with sodium nitrite which is a widely used commercial inhibitor. The experiments were carried out in simulated pore solutions using electrochemical methods as well as optical microscopy. Electrochemical impedance spectroscopy (EIS) was...

Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs

Experimental investigations on macro cell corrosion in chloride-contaminated concrete

Chloride-induced reinforcement corrosion in concrete is characterised by the action of so-called macrocells. The associated localised form of corrosion results from the strong electrochemical interaction between the relatively small pitting sites acting as anodes and the large passive steel areas acting as cathodes. The existence of macrocell...

A survey of plasticity and damage-based models for FE analysis of fracture in concrete

Computation of post-bifurcation and post-failure behavior of strain-softening solids