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Title: | Experimental Study Regarding Shear Behavior of Concrete Walls Reinforced by Multiple Steel Profiles | Authors: | DRAGAN, Dan Plumier, Andre DEGEE, Herve |
Issue Date: | 2017 | Publisher: | Springer International Publishing AG | Source: | 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. | Keywords: | concrete reinforced by steel profiles ; experimental results; steel plates ; shear studs | Document URI: | http://hdl.handle.net/1942/25240 | ISBN: | 9783319594705 | DOI: | 10.1007/978-3-319-59471-2_125 | ISI #: | 000550253300126 | Rights: | © Springer International Publishing AG 2018 | Category: | C1 | Type: | Proceedings Paper | Validations: | ecoom 2021 |
Appears in Collections: | Research publications |
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