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Bridge quality control using Bayesian net

 Bridge quality control using Bayesian net
Auteur(s): , ORCID,
Présenté pendant IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, publié dans , pp. S27-51
DOI: 10.2749/nantes.2018.s27-51
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Bridge quality, as a measure of its compliance with the performance goals is tracked by the quality control plan. In other words, the quality could be understood as a comparison between performance...
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Détails bibliographiques

Auteur(s): (University of Belgrade, Faculty of Civil Engineering, Belgrade, Serbia)
ORCID (University of Belgrade, Faculty of Civil Engineering, Belgrade, Serbia)
(University of Minho, Guimaraes, Portugal)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Publié dans:
Page(s): S27-51 Nombre total de pages (du PDF): 8
Page(s): S27-51
Nombre total de pages (du PDF): 8
DOI: 10.2749/nantes.2018.s27-51
Abstrait:

Bridge quality, as a measure of its compliance with the performance goals is tracked by the quality control plan. In other words, the quality could be understood as a comparison between performance indicators and performance goals. Reliability is widely recognized as the most important key performance indicator. This paper proposes a new approach to the mentioned comparison that provides valuable information and consequently improve decision-making regarding future course of action.

A current quality control plan is facing certain limitations. Defects are being detected in the inspection and documented in the inspection report. In the most cases, however the essential information for reliability assessment i.e. the extent and location of the defects is not recorded.

The proposed approach uses a Bayesian net for the prior analysis of the bridge. Afterwards, the net is updated after each inspection, allowing a posterior analysis of the bridge reliability. A damage free state of the bridge, so-called “virgin state” is adopted as a baseline, while inspectors are asked to estimate the severity of the defect and consider the vulnerability of the structural system for the locations of defects.