Time-dependent reliability assessment of existing concrete bridges with varying knowledge levels by proof load testing
R. de Vries (TU Delft - Concrete Structures, TNO)
EOL Lantsoght (Universidad San Francisco de Quito, TU Delft - Concrete Structures)
Raphael Steenbergen (TNO, Universiteit Gent)
Sonja A.A.M. Fennis (Rijkswaterstaat)
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Abstract
In the evaluation of existing bridges and viaducts, relying solely on a desk study is often inadequate for determining their structural reliability. Performing a proof load test provides valuable field data that offers detailed information about the structural integrity. However, the relation between the magnitude of the load and the structural reliability is not immediately clear. This study addresses the challenges associated with determining the target load and highlights the uncertainties that play a key role. A case study is presented that shows the time-dependent character of the structural reliability and the influence of an informative and a weakly informative prior distribution in a Bayesian context. It is shown how both past traffic loads and a proof load test may contribute to the proven strength of a structure. The described method provides a starting point towards a flexible approach for proof load testing in which structure-specific knowledge levels and requirements are considered.
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