A model for prediction of time from corrosion initiation to corrosion cracking

494 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Analytical modelling of concrete cover cracking caused by corrosion of reinforcement (2010, background): “El Maaddawy and Soudki [14] considered d0 in the range of 10–20 lm and reported a good agreement between analytical results obtained using the thick-walled uniform cylinder model and results of accelerated corrosion tests.”
Fiber-reinforced geopolymer composites: A review (2020, background): “When a penetrated agent reaches the steel reinforcement, an expansive corrosion product is formed that causes excessive internal pressure to widen the preliminary cracks and accelerate the deterioration of the composite [239, 240].”
Cover cracking of reinforced concrete due to rebar corrosion induced by chloride penetration (2011, methodology): “Table 1: Experimental data of slab specimen L1 [26]”