Time-dependent reliability assessment of existing concrete bridges with varying knowledge levels by proof load testing

Rein de Vries*, Eva O.L. Lantsoght, Raphaël D.J.M. Steenbergen, Sonja A.A.M. Fennis

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

1 Citation (Scopus)
22 Downloads (Pure)

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.

Original languageEnglish
Pages (from-to)1053-1067
Number of pages15
JournalStructure and Infrastructure Engineering
Volume20
Issue number7-8
DOIs
Publication statusPublished - 2023

Keywords

  • Existing structures
  • incomplete knowledge
  • load testing
  • proof loading
  • reliability updating
  • time-dependence
  • traffic load

Fingerprint

Dive into the research topics of 'Time-dependent reliability assessment of existing concrete bridges with varying knowledge levels by proof load testing'. Together they form a unique fingerprint.

Cite this