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http://hdl.handle.net/1942/25240
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DC Field | Value | Language |
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dc.contributor.author | DRAGAN, Dan | - |
dc.contributor.author | Plumier, Andre | - |
dc.contributor.author | DEGEE, Herve | - |
dc.date.accessioned | 2017-11-27T13:58:41Z | - |
dc.date.available | 2017-11-27T13:58:41Z | - |
dc.date.issued | 2017 | - |
dc.identifier.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) | - |
dc.identifier.isbn | 9783319594705 | - |
dc.identifier.uri | http://hdl.handle.net/1942/25240 | - |
dc.description.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. | - |
dc.language.iso | en | - |
dc.publisher | Springer International Publishing AG | - |
dc.rights | © Springer International Publishing AG 2018 | - |
dc.subject.other | concrete reinforced by steel profiles ; experimental results; steel plates ; shear studs | - |
dc.title | Experimental Study Regarding Shear Behavior of Concrete Walls Reinforced by Multiple Steel Profiles | - |
dc.type | Proceedings Paper | - |
local.bibliographicCitation.authors | Hordijk, D.A. | - |
local.bibliographicCitation.authors | Luković, M. | - |
local.bibliographicCitation.conferencedate | 12-14/06/2017 | - |
local.bibliographicCitation.conferencename | fib Symposium 2017 | - |
local.bibliographicCitation.conferenceplace | Maastricht, The Netherlands | - |
dc.identifier.epage | 1084 | - |
dc.identifier.spage | 1077 | - |
local.bibliographicCitation.jcat | C1 | - |
local.publisher.place | Cham, Switzerland | - |
dc.relation.references | 1. 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.refereed | Refereed | - |
local.type.specified | Proceedings Paper | - |
local.bibliographicCitation.artnr | 125 | - |
dc.identifier.doi | 10.1007/978-3-319-59471-2_125 | - |
dc.identifier.isi | 000550253300126 | - |
local.provider.type | Web of Science | - |
local.bibliographicCitation.btitle | High Tech Concrete: Where Technology and Engineering Meet. Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12-14, 2017 | - |
item.accessRights | Restricted Access | - |
item.fullcitation | DRAGAN, 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). | - |
item.fulltext | With Fulltext | - |
item.validation | ecoom 2021 | - |
item.contributor | DRAGAN, Dan | - |
item.contributor | Plumier, Andre | - |
item.contributor | DEGEE, Herve | - |
Appears in Collections: | Research publications |
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File | Description | Size | Format | |
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20170125.pdf Restricted Access | Published version | 6.29 MB | Adobe PDF | View/Open Request a copy |
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