Reliability-Based Planning of Chloride Measurements

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

Abstract

In reinforced concrete structures corrosion is initiated when the chloride concentration around the reinforcement exceeds a threshold value. If corrosion starts then expensive repairs can be necessary. The estimation of the probability that corrosion has been initiated in a given structure is based on measurements of the chloride content obtained from the given structure. In the present paper optimal planning of measurements of the chloride content in reinforced concrete structures is considered. It is shown how optimal experimental plans can be obtained using FORM-analysis. Bayesian statistics are used to obtain predictive distributions of the main uncertain quantities describing the transport of chloride.
Original languageEnglish
Title of host publicationReliability and Optimization of Structural Systems : Proceedings of the 7th working conference on reliability and optimization of structural systems 1996
EditorsDan M. Frangopol, Ross B. Corotis, Rüdiger Rackwitz
Number of pages8
PublisherPergamon Press
Publication date1996
Pages313-320
ISBN (Print)0-08-042826-6
Publication statusPublished - 1996
EventIFIP WG7.5 Working Conference on Reliability and Optimization of Structural Systems - Boulder, Colorado, United States
Duration: 2 Apr 19964 Apr 1996
Conference number: 7

Conference

ConferenceIFIP WG7.5 Working Conference on Reliability and Optimization of Structural Systems
Number7
Country/TerritoryUnited States
CityBoulder, Colorado
Period02/04/199604/04/1996

Keywords

  • Chloride
  • Initiation of Corrosion
  • Reinforced Concrete
  • Decision Theory
  • Planning of Experiments

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