Predicting the probability of failure of timber bridges using fault tree analysis. Issue 6 (3rd June 2019)

• Record Type: Journal Article
• Authors: Lokuge, Weena; Wilson, Matthew; Tran, Huu; Setunge, Sujeeva
• Is Part Of: Structure and infrastructure engineering. Volume 15:Issue 6(2019)
• Page Start: 783
• Page End: 797
• Publication Date: 2019-06-03
• Subjects: Timber structures -- rehabilitation -- Markov process -- bridge failure -- inspection -- fault tree analysis; Structural analysis (Engineering) -- Periodicals; Structural engineering -- Periodicals; Buildings -- Performance -- Periodicals; 620.005
• DOI: 10.1080/15732479.2019.1569069
• Languages: English
• ISSNs: 1573-2479

Abstract

Abstract: The resilience of a community in an extreme event depends mainly on the robustness of the critical infrastructures. Road bridges are a critical link of the road network, which plays a focal role in Australia's economy, prosperity, social well-being and quality of life. Timber bridges are a weaker link of the Australian road network and they often provide critical access to the rural communities. This research uses a number of bridge inspection reports to develop a method to predict the probability of failure of a timber bridge. The inspected condition states of the elements in the timber bridge are used to develop a Markov chain based model and Gamma process model to predict the deterioration of each element. The probability of condition state movement for each element thus calculated were used in fault tree analysis to estimate likelihood of failure of a bridge in a given time period. Although the developed method is based on limited data and it has several limitations, model can be further refined with the availability of more inspection reports. The method developed is demonstrated using an inspection report for a timber bridge, which was not used in the development of the models.