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A multi-level structural assessment strategy for reinforced concrete bridge deck slabs
Chalmers University of Technology, Sweden.
Chalmers University of Technology, Sweden.
RISE - Research Institutes of Sweden (2017-2019), Samhällsbyggnad, CBI Betonginstitutet. Chalmers University of Technology, Sweden.ORCID-id: 0000-0003-4565-5345
Chalmers University of Technology, Sweden.
2017 (engelsk)Inngår i: Structure and Infrastructure Engineering, ISSN 1573-2479, E-ISSN 1744-8980, Vol. 13, nr 2, s. 223-241Artikkel i tidsskrift (Fagfellevurdert) Published
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Abstract [en]

This paper proposes a multi-level assessment strategy for reinforced concrete bridge deck slabs. The strategy is based on the principle of successively improved evaluation in structural assessment. It provides a structured approach to the use of simplified as well as advanced non-linear analysis methods. Such advanced methods have proven to possess great possibilities of achieving better understanding of the structural response and of revealing higher load-carrying capacity of existing structures. The proposed methods were used for the analysis of previously tested two-way slabs subjected to bending failure and a cantilever slab subjected to a shear type of failure, in both cases loaded with concentrated loads. As expected, the results show that more advanced methods yield an improved understanding of the structural response and are capable of demonstrating higher, yet conservative, predictions of the load-carrying capacity. Nevertheless, the proposed strategy clearly provides the engineering community a framework for using successively improved structural analysis methods for enhanced assessment in a straightforward manner.

sted, utgiver, år, opplag, sider
Taylor & Francis, 2017. Vol. 13, nr 2, s. 223-241
Emneord [en]
bending failure, load-carrying capacity, multi-level assessment, non-linear finite-element analysis, reinforced concrete slabs, shear-type failure
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Identifikatorer
URN: urn:nbn:se:ri:diva-384DOI: 10.1080/15732479.2016.1162177Scopus ID: 2-s2.0-84963575895OAI: oai:DiVA.org:ri-384DiVA, id: diva2:939559
Tilgjengelig fra: 2016-06-20 Laget: 2016-06-20 Sist oppdatert: 2020-04-28bibliografisk kontrollert

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Zandi, Kamyab

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