Reliability of a Damaged RC Slab Structure using Model Code 2010 Safety Formats for NLFEA

Conference paper (2020)

Authors

Ane De Boer Ane de Boer Technisch Advies
E.O.L. Lantsoght Concrete Structures - CEG
Y. Yang Concrete Structures - CEG
Research Group
Concrete Structures (CEG) (TU Delft)
Copyright: © 2020 Ane De Boer, E.O.L. Lantsoght, Y. Yang
More Info
expand_more

Published Date

2020

Language

English

Reuse Rights

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.

Faculty

Civil Engineering & Geosciences

Department

Engineering Structures

Research Group

Concrete Structures

Abstract

The Dutch Ministry of Infrastructure and the Environment is concerned with the safety of exist-ing infrastructure and assessment thereof, which can be done with nonlinear finite element analysis. The 2017 updated version of the Dutch NLFEA Guidelines can be used for reinforced and prestressed beams and slabs. The purpose of the guidelines is twofold: 1) advice analysists on NLFEA of concrete structures, and 2) ex-plain choices and model uncertainty. This paper introduces the latest version of the guideline, and shows the application for a reinforced concrete slab on top of a concrete beam grid. An overheight vehicle caused dam-age to the concrete cover and the reinforcement of the beams. The analysis shows the results of modeling the bridge without and with damage. The outcome of the assessment is that the structure fulfils the code require-ments. This case study shows that the Dutch NLFEA Guidelines can be used for the assessment of damaged concrete bridges.