DocumentCode
3342992
Title
Stochastic durability analysis of pre-stressed concrete structure under marine environment
Author
Zhuo, Zhao ; Feng, Xing ; Dawang, Li
Author_Institution
Civil Eng. Inst., Zhengzhou Univ., Zhengzhou, China
fYear
2010
fDate
26-28 June 2010
Firstpage
765
Lastpage
767
Abstract
Due to the penetration of chloride ions, the reinforcement in the pre-stressed concrete structures under marine environment will corroded, which can reduce the durability and safety of the structure. Based on the service features of pre-stressed concrete structure, the structural durability failure criteria of pre-stressed concrete structure under marine environment is suggested, and the penetration mechanism of chloride ions in the structural concrete is analysis. Taken 70m pre-stressed box girder beam as an example, the stochastic durability design of pre-stressed concrete structure under marine environment is analysis, which will provide theory method and foundation for the durability design, construction and quality control of similar project.
Keywords
Civil engineering; Concrete; Corrosion; Failure analysis; Hydrogen; Marine safety; Quality control; Stochastic processes; Stress; Structural beams; marine environment; pre-stressed concrete structure; stochastic analysis; structural durability;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan, China
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5535260
Filename
5535260
Link To Document