Print Email Facebook Twitter Shear assessment of reinforced concrete slab bridges Title Shear assessment of reinforced concrete slab bridges Author Lantsoght, E.O.L. Van der Veen, C. Walraven, J.C. De Boer, A. Faculty Civil Engineering and Geosciences Department Structural Engineering Date 2013-05-06 Abstract The capacity of reinforced concrete solid slab bridges in shear is assessed by comparing the design beam shear resistance to the design value of the applied shear force due to the permanent actions and live loads. Results from experiments on half-scale continuous slab bridges are used to develop a set of recommendations for the assessment of slab bridges in shear. A method is proposed allowing to take the transverse force redistribution in slabs under concentrated loads into account, as well as a horizontal load spreading method for the concentrated loads. For selected cases of existing straight solid slab bridges, a comparison is made between the results based on the shear capacity according to the Dutch Code NEN 6720 and from the combination of the Eurocode (EN 1992-1- 1:2005) with the recommendations, showing an improved agreement. Subject slab bridgesshearassessmentlive loadseffective widthcase studies To reference this document use: http://resolver.tudelft.nl/uuid:ef930312-db3a-43d2-baa6-e4bfddfb6483 Publisher IABSE ISBN 978-3-85748-123-9 Source International IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013; Authors version Part of collection Institutional Repository Document type conference paper Rights (c) 2013 The Author(s) Files PDF 293474.pdf 216.72 KB Close viewer /islandora/object/uuid:ef930312-db3a-43d2-baa6-e4bfddfb6483/datastream/OBJ/view