A probabilistic framework to optimize the target proof load for existing bridges

被引:0
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作者
Cao Wang
Hao Zhang
机构
[1] Monash University,Department of Civil Engineering
[2] The University of Sydney,School of Civil Engineering
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Bridge engineering; Existing bridges; Proof load testing; Structural reliability; Bayesian updating; Time-dependent reliability;
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摘要
Many existing bridges suffer from resistance deterioration due to environmental or operational attacks and thus may rate under the anticipated performance requirements. The proof load testing is a commonly used approach to evaluate whether the bridge would have the capacity of carrying a certain load. The magnitude of proof load will determine the safety level of the proven bridge. A proof load test, if not designed properly, may potentially cause structural damage and even collapse to the bridge. This implies that the load testing should be oriented by a probability-based framework in an attempt to control the failure probability of the bridge. However, the current engineering practice insufficiently considers the risk control of proof load testings. This paper presents a reliability-based framework to guide and optimize the proof load testing for existing bridges. A mathematical model is developed to compute the target proof load, where two types of constraints are considered simultaneously: the acceptable structural safety level and the economic costs. A numerical example is presented to demonstrate the applicability of the proposed method. The framework developed in this paper can be used in practical engineering as an auxiliary decision-making tool for bridge load testings.
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