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Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/25240

Title: Experimental Study Regarding Shear Behavior of Concrete Walls Reinforced by Multiple Steel Profiles
Authors: Dragan, Dan
Plumier, Andre
Degée, Hervé
Issue Date: 2017
Publisher: Springer International Publishing AG
Citation: Hordijk, D.A.; Luković, M. (Ed.). High Tech Concrete: Where Technology and Engineering Meet. Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017, Springer International Publishing AG,p. 1077-1084 (Art N° 125)
Abstract: The objective of the present contribution is to present the outcomes of an experimental campaign carried out in the frame of the European research program Smartcoco and aiming at validating a design approach for determining the shear performances of RC wall reinforced by multiple encased steel profiles. The experimental campaign comprises 6 walls, ranging from a classical RC wall taken as a reference to configurations with multiple profiles with studs or plate stiffeners to ensure the transfer of the longitudinal shear at the steel-concrete interface. Vertical cantilever tests were performed on the specimens specifically detailed to fail in shear. Tests are carried out on walls with a width of 240 mm, a length of 880 mm and a height of 2250 mm with a regular concrete quality (C25/30). This contribution describes the test specimens, summarizes their design, presents a summary of the most relevant observations and a short interpretation of the obtain results. It is concluded from this set of tests that the new design method is able to predict the shear capacity with a good accuracy and can therefore be considered as a suitable solution for designing practical cases.
URI: http://hdl.handle.net/1942/25240
DOI: 10.1007/978-3-319-59471-2_125
ISBN: 9783319594705
Category: C1
Type: Proceedings Paper
Appears in Collections: Research publications

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