Experimental evaluation of the residual compression strength and ultimate strain of chloride corrosion-induced damaged concrete

被引：19

作者：

Andisheh, Kaveh ^{[1
]}

Scott, Allan ^{[1
]}

Palermo, Alessandro ^{[1
]}

机构：

[1] Univ Canterbury, Dept Civil Engn, Christchurch, New Zealand

来源：

STRUCTURAL CONCRETE | 2019年 / 20卷 / 01期

关键词：

cracked concrete; reduction factor; reinforcement corrosion; residual capacity; SEISMIC PERFORMANCE; REINFORCING BARS; CYCLIC BEHAVIOR;

D O I：

10.1002/suco.201800108

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, the effects of chloride corrosion of steel reinforcement on the axial compressive strength and the ultimate strain of concrete materials in reinforced concrete columns have been investigated experimentally. In addition, the effects of reduction in the effective mechanical properties of concrete materials on moment-curvature response of a corroded bridge pier were numerically studied. This investigation has resulted in clear quantification of the relationship between the degree of reinforcement corrosion and the effective compression strength and ultimate strain of unconfined concrete. The results clearly show that corrosion of steel reinforcement resulted in a deterioration of the effective axial compression strength and ultimate strain of column's concrete cover.

引用

页码：296 / 306

页数：11

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