Life-cycle cost analysis of reinforced concrete structures in marine environments

被引:287
作者
Val, DV [1 ]
Stewart, MG
机构
[1] Technion Israel Inst Technol, Fac Civil & Environm Engn, Dept Struct Engn & Construct Management, IL-32000 Haifa, Israel
[2] Univ Newcastle, Sch Engn, Ctr Infrastruct Performance & Reliabil, Newcastle, NSW 2308, Australia
关键词
chlorides; corrosion; deterioration; life-cycle cost; reliability; reinforced concrete;
D O I
10.1016/S0167-4730(03)00014-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Chloride-induced corrosion of carbon steel reinforcement is the main cause of deterioration of reinforced concrete (RC) structures in marine environments. One of the ways to protect RC structures from corrosion is to use corrosion-resistant stainless steel reinforcing bars. However, stainless steel is between six and nine times more expensive than carbon steel. Thus, its use can only be justified on a life-cycle cost basis. In the paper a time-variant probabilistic model was presented to predict expected costs of repair and replacement which was then used to calculate life-cycle costs for RC structures in marine environments under different exposure conditions. Results of the life-cycle cost analysis can be applied to select optimal strategies improving durability of RC structures in marine environments, including the use of stainless steel reinforcement. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:343 / 362
页数:20
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