Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/25240
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dc.contributor.authorDRAGAN, Dan-
dc.contributor.authorPlumier, Andre-
dc.contributor.authorDEGEE, Herve-
dc.date.accessioned2017-11-27T13:58:41Z-
dc.date.available2017-11-27T13:58:41Z-
dc.date.issued2017-
dc.identifier.citationHordijk, 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)-
dc.identifier.isbn9783319594705-
dc.identifier.urihttp://hdl.handle.net/1942/25240-
dc.description.abstractThe 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.-
dc.language.isoen-
dc.publisherSpringer International Publishing AG-
dc.rights© Springer International Publishing AG 2018-
dc.subject.otherconcrete reinforced by steel profiles ; experimental results; steel plates ; shear studs-
dc.titleExperimental Study Regarding Shear Behavior of Concrete Walls Reinforced by Multiple Steel Profiles-
dc.typeProceedings Paper-
local.bibliographicCitation.authorsHordijk, D.A.-
local.bibliographicCitation.authorsLuković, M.-
local.bibliographicCitation.conferencedate12-14/06/2017-
local.bibliographicCitation.conferencenamefib Symposium 2017-
local.bibliographicCitation.conferenceplaceMaastricht, The Netherlands-
dc.identifier.epage1084-
dc.identifier.spage1077-
local.bibliographicCitation.jcatC1-
local.publisher.placeCham, Switzerland-
dc.relation.references1. Bogdan, T., Degée, H., Plumier, A., Campian, C.: A simple computational tool for the verification of concrete walls reinforced by embedded steel profiles, 15WCEE, Lisboa (2012) 2. Dragan, D., Degée, H.: Test report on composite wall reinforced by 3 steel profiles, Smartcoco Project – Deliverable 6.1 part 2 (2016) 3.Esaki, F., Ono, M.: Effects of loading rate on mechanical behavior of SRC shear walls. Steel Comp. Struct. 1(2), 201–212 (2001) 4. Eurocode 2: EN 1992-1-1 Design of concrete structures, part 1.1 – general rules for buildings. European Committee for Standardizations, Brussels (2004) 5. Eurocode 4: EN 1994-1-1 design of composite steel and concrete structures, part 1.1– general rules for buildings. European Committee for Standardizations, Brussels (2004) 6. Plumier, A.: Generic Design Approach, Smartcoco Project - Deliverable 2.2 (2013) 7. Plumier, A., Dragan., D., Huy, N.Q., Degée, H.: An analytical design method for steel concrete hybrid walls. Structures 9, 185–199 (2016) 8. Plumier, A.: Design Guide for Hybrid Steel Concrete Structures, Smartcoco Project - Deliverable 2.4 (2016)-
local.type.refereedRefereed-
local.type.specifiedProceedings Paper-
local.bibliographicCitation.artnr125-
dc.identifier.doi10.1007/978-3-319-59471-2_125-
dc.identifier.isi000550253300126-
local.provider.typeWeb of Science-
local.bibliographicCitation.btitleHigh Tech Concrete: Where Technology and Engineering Meet. Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017-
item.validationecoom 2021-
item.contributorDRAGAN, Dan-
item.contributorPlumier, Andre-
item.contributorDEGEE, Herve-
item.fulltextWith Fulltext-
item.accessRightsRestricted Access-
item.fullcitationDRAGAN, Dan; Plumier, Andre & DEGEE, Herve (2017) Experimental Study Regarding Shear Behavior of Concrete Walls Reinforced by Multiple Steel Profiles. In: 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).-
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