2017
DOI: 10.1016/j.conbuildmat.2017.03.117
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Estimation of chloride diffusion coefficients of high-strength concrete with synthetic fibres after fire exposure

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Cited by 20 publications
(6 citation statements)
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“…Usually, the structural elements of normal-strength concrete show considerable performance under exposure to fire. However, a distinct difference is reported in the literature between HSC and normal-strength concrete after exposure to fire (Bilodeau et al, 2004;Laneyrie et al, 2016;Ozawa et al, 2017;Cao et al, 2018). Moreover, the explosive spalling that occurs in HSC under exposure to rapid fire is also of significant concern (Alfahdawi et al, 2019;Xiong and Liew, 2020;Afzal and Khushnood, 2021;Li et al, 2021;Khan et al, 2022c).…”
Section: Introductionmentioning
confidence: 99%
“…Usually, the structural elements of normal-strength concrete show considerable performance under exposure to fire. However, a distinct difference is reported in the literature between HSC and normal-strength concrete after exposure to fire (Bilodeau et al, 2004;Laneyrie et al, 2016;Ozawa et al, 2017;Cao et al, 2018). Moreover, the explosive spalling that occurs in HSC under exposure to rapid fire is also of significant concern (Alfahdawi et al, 2019;Xiong and Liew, 2020;Afzal and Khushnood, 2021;Li et al, 2021;Khan et al, 2022c).…”
Section: Introductionmentioning
confidence: 99%
“…Gupta et al 1 prepared concrete by replacing the fine aggregate with waste rubber fiber, and studied changes in water permeability and chloride ion permeability after elevated temperature by considering six temperatures and three heating times. Ozawa et al 2 used tracers to estimate the chloride diffusion coefficient of concrete after the fire and concluded that the apparent chloride diffusion coefficient of concrete increased with an increase in heating temperature, and that thermal damage reduced Discussion on this paper must be submitted within two months of the print publication. The discussion will then be published in print, along with the authors' closure, if any, approximately nine months after the print publication.…”
Section: Introductionmentioning
confidence: 99%
“…Gupta et al 1 prepared concrete by replacing the fine aggregate with waste rubber fiber, and studied changes in water permeability and chloride ion permeability after elevated temperature by considering six temperatures and three heating times. Ozawa et al 2 used tracers to estimate the chloride diffusion coefficient of concrete after the fire and concluded that the apparent chloride diffusion coefficient of concrete increased with an increase in heating temperature, and that thermal damage reduced the penetration resistance and durability of concrete. Nadeem et al 3 measured the chloride ion permeability and water adsorption of fly ash and metakaolin concrete at four temperatures in the range 200 ~ 800°C, and it is proposed that 400°C can be regarded as the critical temperature for performance change of concrete.…”
Section: Introductionmentioning
confidence: 99%
“…Galle et al [2] reviewed the effect of heating on compressive strength, splitting tensile strength, and elastic modulus of concrete exposed high temperatures. Ozawaet al [3] used tracers to estimate the chloride diffusion coefficient of concrete following exposure to fire. Several scholars [4 -9] have investigated the effect of different cooling methods on the physical and mechanical properties of concrete.…”
Section: Introductionmentioning
confidence: 99%