Khairul Anuar, Shahid and Norhaiza, Ghazali and Mohd Arif, Sulaiman (2014) Structural Health Monitoring Based Predictive Model of Concrete Bridge. In: Proceedings of the 2nd International Conference On Green Technology & Ecosystems for Global Sustainable Development 2014 , 24-25 November 2014 , Putrajaya. pp. 1-9..
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Abstract
Reinforced concrete bridge is widely used nowadays in most modern small bridges because of in situ reinforced concrete construction which has the great advantage and simplicity. However, bridges possess high risk attack by corrosion by chloride ingress due to de-icing salt. The salt contains high level of chloride. The presence of chloride ions in concrete will cause corrosion initiation to reinforcement bar embedded inside the concrete. Thus, it will leads to severe structural damaged. Reinforced concrete bridge need to be manage effectively for better allocation of resources and serve based on it intended design.
Item Type: | Conference or Workshop Item (Speech) |
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Uncontrolled Keywords: | Reinforced concrete bridge; corrosion; chloride ingress; monte-carlo; baye's Theorem |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
Depositing User: | Mrs. Neng Sury Sulaiman |
Date Deposited: | 16 Oct 2015 00:09 |
Last Modified: | 03 May 2018 07:13 |
URI: | http://umpir.ump.edu.my/id/eprint/8626 |
Download Statistic: | View Download Statistics |
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