2015
DOI: 10.1016/j.conbuildmat.2015.05.011
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Durable design of reinforced concrete elements against corrosion

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Cited by 13 publications
(3 citation statements)
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“…(4) is a more conservative representation of the trend. Ali et al (2015) proposed a practice-oriented framework to predict the remaining flexural and shear behavior of beams with corroded reinforcements. Flexural capacity of the illustrative example worked out by these researchers with 15% longitu-dinal reinforcement mass loss is around 72.2% and 47.2% using Eq.…”
Section: Experimental Studies On Flexural Behaviormentioning
confidence: 99%
“…(4) is a more conservative representation of the trend. Ali et al (2015) proposed a practice-oriented framework to predict the remaining flexural and shear behavior of beams with corroded reinforcements. Flexural capacity of the illustrative example worked out by these researchers with 15% longitu-dinal reinforcement mass loss is around 72.2% and 47.2% using Eq.…”
Section: Experimental Studies On Flexural Behaviormentioning
confidence: 99%
“…Steel-reinforced concrete is a versatile construction material of choice globally for application that could range from building small post through parking garages, tall buildings, vast bridges, harbour structures, onto offshore oil and gas installations [1][2][3][4][5]. However, aggressive agents from the service environment of application ingress through the concrete to the steel-reinforcement (steel-rebar), break the thin passive oxide layer protecting the surface of the metallic material, and render the rebar susceptible to corrosion attack/degradation [3,[5][6][7].…”
Section: Introductionmentioning
confidence: 99%
“…Steel-reinforced concrete is a versatile construction material of choice globally for application that could range from building small post through parking garages, tall buildings, vast bridges, harbour structures, onto offshore oil and gas installations [1][2][3][4][5]. However, aggressive agents from the service environment of application ingress through the concrete to the steel-reinforcement (steel-rebar), break the thin passive oxide layer protecting the surface of the metallic material, and render the rebar susceptible to corrosion attack/degradation [3,[5][6][7]. Among the well-known aggressive agents, chloride ions in seawater from natural marine environment in the coastal region or in artificial saline environment encountered via use of de-icing salts in temperate region constitute a major steel-rebar corrosion inducing agent [6][7][8][9][10].…”
Section: Introductionmentioning
confidence: 99%