Concentration Distribution of Chloride Ion in Cracked Concrete

被引：0

作者：

Yu Bo ^{[1
]}

Huang Zhong-hui ^{[2
]}

Wu Ming ^{[1
]}

Sun Hui-liang ^{[2
]}

Yang Lu-feng ^{[1
,3
]}

Hong Bin ^{[1
]}

机构：

[1] Guangxi Univ, Key Lab Disaster Prevent & Struct Safety, Minist Educ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China

[2] Nanning Rail Transit Co Ltd, Nanning 530021, Peoples R China

[3] Agcy Housing & Urban Rural Dev, Nanning 530028, Peoples R China

来源：

ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2 | 2013年 / 351-352卷

关键词：

crack; concrete; chloride ion; time-dependent diffusion; DIFFUSION;

D O I：

10.4028/www.scientific.net/AMM.351-352.1581

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Cracks provide diffusion path for chloride ions transport from the external environment into the concrete, resulting in the durability degradation of concrete structures. In this paper, the boundary condition of cracked concrete and chloride diffusion coefficient in crack were analyzed. The time-dependent chloride diffusion model was established based on the time-dependent chloride diffusion coefficient and the Fick's second law of diffusion. The influence of crack on the concentration distribution of chloride ion in cracked concrete was quantificationally investigated.

引用

页码：1581 / 1584

页数：4

共 5 条

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