Structural reliability updating using monitoring data from in-situ load testing and laboratory test results
R. de Vries (TNO, TU Delft - Concrete Structures)
E. O.L. Lantsoght (Universidad San Francisco de Quito, TU Delft - Concrete Structures)
Raphael Steenbergen (TNO, Universiteit Gent)
M. A.N. Hendriks (TU Delft - Concrete Structures, Norwegian University of Science and Technology (NTNU))
M. Naaktgeboren (Rijkswaterstaat)
More Info
expand_more
Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.
Abstract
Given the ageing infrastructure, verifying the reliability of existing structures is crucial. Field testing presents a viable approach to evaluating a structure’s current condition, particularly proof load testing. In a proof load test, a large load is applied to assess its reliability. Structures in sound condition are expected to display satisfactory behaviour under average load intensities. Can good structural performance under moderate load levels already prove sufficient structural reliability? The proposed method utilises data from laboratory tests on similar structural elements. A case study was conducted on a bridge to illustrate the effectiveness of the method. Data acquired from laboratory tests were pre-processed to provide the required input for the reliability updating. It reveals that sufficient reliability can be demonstrated without excessive load levels by incorporating laboratory data. However, the actual capacity of the bridge and the uncertainty associated with the laboratory data remain important factors.
help_outline