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Punching/Shear Strength of a full-scale tested bridge deck slab
Chalmers University of Technology.
Chalmers University of Technology.
Chalmers University of Technology.
Chalmers University of Technology.
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2017 (English)In: IABSE Symposium, Vancouver, 2017: Engineering the Future, Zürich, Switzerland: IABSE - International Association for Bridges and Structural Engineering , 2017, p. 1750-1757Conference paper, Published paper (Refereed)
Abstract [en]

For reinforced concrete (RC) slabs without shear reinforcement, shear and punching can be the governing failure mode at ultimate limit state if subjected to large concentrated loads. Punching of RC slabs without shear reinforcement has been a challenging problem in assessment based on current standards. To examine a previously developed enhanced analysis approach, this study was conducted by applying continuum FE analyses to a 55-year old RC bridge deck slab subjected to concentrated loads near the main girder in a field failure test. The influence of parameters such as boundary conditions, location of concentrated loads and shear force distribution were investigated.

Place, publisher, year, edition, pages
Zürich, Switzerland: IABSE - International Association for Bridges and Structural Engineering , 2017. p. 1750-1757
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-70270Scopus ID: 2-s2.0-85050012545ISBN: 978-3-85748-153-6 (electronic)OAI: oai:DiVA.org:ltu-70270DiVA, id: diva2:1237294
Conference
39th IABSE Symposium, Engineering the Future, Vancouver, Canada, Sept 21-23, 2017
Available from: 2018-08-08 Created: 2018-08-08 Last updated: 2018-08-08Bibliographically approved

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Bagge, Niklas

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