Print Email Facebook Twitter Shear tests of reinforced concrete slabs and slab strips under concentrated loads Title Shear tests of reinforced concrete slabs and slab strips under concentrated loads Author Lantsoght, E.O.L. Faculty Civil Engineering and Geosciences Department Structural Engineering Date 2012-05-24 Abstract In slabs subjected to concentrated loads, the shear strength checks are conducted for two limit states: 1) shear over an effective width, and 2) punching shear on a perimeter around the point load. In current practice, the shear strength at the supports is determined with models that do not consider the transverse redistribution of load that occurs in slabs, which results in underpredictions for the actual slab shear capacity. Currently, an experimental program is being conducted at Delft University of Technology to determine the shear capacity of slabs under point loads near to the support. This paper presents the results of the tests conducted in continuous slabs and slab strips. In addition to studying the influence of the slab width, the specimens are tested with two types of reinforcement (ribbed and plain bars). The results of the experiments are compared to strength predictions from current design models. Also, recommendations for the support effective width and an enhancement factor for considering the effect of transverse load redistribution are given. To reference this document use: http://resolver.tudelft.nl/uuid:be5bac46-fcbb-4e0b-86be-0f22a2b6c87d Publisher KIT Scientific Publishing ISBN 978-3-386644-858-2 Source Proceedings of the 9th fib International PhD symposium in Civil Engineering, Karlsruhe, Germany, 22-25 July 2012 Part of collection Institutional Repository Document type conference paper Rights (c) 2012 (c) 2012 Creative Commons BY NC ND Files PDF Lantsoght.pdf 730.43 KB Close viewer /islandora/object/uuid:be5bac46-fcbb-4e0b-86be-0f22a2b6c87d/datastream/OBJ/view