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	Effects of crack width on chloride penetration and performance deterioration of RC columns with sustained eccentric compressive load (EI收录)
	Faye, Papa Niane[1]; Ye, Yinghua[1,2]; Diao, Bo[1,2]
刊名	KSCE Journal of Civil Engineering
	2017
页码	1-10
关键词	Chlorine compounds Concretes Corrosion Deterioration Reinforced concrete Seawater Tensile strain
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/2183818
专题	华南理工大学
作者单位	1.[1] Dept. of Civil Engineering, BeiHang University, Beijing 2.100191, China 3.[2] State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 4.510641, China
推荐引用方式 GB/T 7714	Faye, Papa Niane[1],Ye, Yinghua[1,2],Diao, Bo[1,2]. Effects of crack width on chloride penetration and performance deterioration of RC columns with sustained eccentric compressive load (EI收录)[J]. KSCE Journal of Civil Engineering,2017:1-10.
APA	Faye, Papa Niane[1],Ye, Yinghua[1,2],&Diao, Bo[1,2].(2017).Effects of crack width on chloride penetration and performance deterioration of RC columns with sustained eccentric compressive load (EI收录).KSCE Journal of Civil Engineering,1-10.
MLA	Faye, Papa Niane[1],et al."Effects of crack width on chloride penetration and performance deterioration of RC columns with sustained eccentric compressive load (EI收录)".KSCE Journal of Civil Engineering (2017):1-10.

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