Durability of steel reinforced concrete in chloride environments: An overview

被引：691

作者：

Shi, Xianming ^{[1
,2
]}

Xie, Ning ^{[3
]}

Fortune, Keith ^{[1
]}

Gong, Jing ^{[4
]}

机构：

[1] Montana State Univ, Corros & Sustainable Infrastruct Lab, Western Transportat Inst, Coll Engn, Bozeman, MT 59717 USA

[2] Montana State Univ, Dept Civil Engn, Bozeman, MT 59717 USA

[3] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China

[4] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2012年 / 30卷

关键词：

Reinforced concrete; Chloride-induced corrosion; Mineral admixtures; Chloride ingress into concrete; Chloride diffusivity; Service life modeling; ULTRAFINE FLY-ASH; TIME-TO-CORROSION; SUPPLEMENTARY CEMENTING MATERIALS; PORE SOLUTION COMPOSITION; SERVICE-LIFE; SILICA FUME; DIFFUSION-COEFFICIENTS; PERMEABILITY TEST; PART I; PROBABILISTIC MODEL;

D O I：

10.1016/j.conbuildmat.2011.12.038

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Concrete is a unique composite material that is porous and highly heterogeneous. The durability of steel reinforced concrete in chloride environments is of great interest to design engineers, infrastructure owners and maintainers, and researchers. This review reports recent advances in the knowledge base relevant to the durability of steel reinforced concrete in chloride environments, including: the role of mineral admixtures in concrete durability, the methods of measuring the chloride ingress into concrete, the challenges in assessing concrete durability from its chloride diffusivity, and the service life modeling of reinforced concrete in chloride-laden environments. It concludes with a look to the future, including research needs to be addressed. (C) 2011 Elsevier Ltd. All rights reserved.

引用

页码：125 / 138

页数：14

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