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Bending resistance of composite section with partial shear connection according to EC4
Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4
dc.creator | Deretić-Stojanović, Biljana | |
dc.creator | Kostić, Svetlana M. | |
dc.creator | Lazović Radovanović, Marija | |
dc.date.accessioned | 2019-04-30T13:20:55Z | |
dc.date.available | 2019-04-30T13:20:55Z | |
dc.date.issued | 2014 | |
dc.identifier.isbn | 978-86-85073-19-9 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/1169 | |
dc.description.abstract | Bending resistance of a composite steel and concrete section apart from shape and dimensions of a cross section and mechanical characteristics of materials, depends also on type of shear connection, i.e. connectors and shear steel-concrete interface. In the paper, ductile and nonductile headed studs are considered. Bending resistance of composite sections with partial shear connection, which is a connection where a number of shear studs is smaller than necessary for fully plastic bending resistance of a section to be achieved, is analysed. The reduced bending resistance is found. The calculaton in accordance with Eurocode 4 is presented. | en |
dc.description.abstract | Nosivost na savijanje spregnutog preseka od čelika i betona pored oblika i dimenzija poprečnog preseka i mehaničkih karakteristika materijala, zavisi i od načina sprezanja, tj. tipova sredstava za sprezanja i oblikovanja kontaktnog (smičućeg) spoja između betona i čelika. U radu se koriste duktilni i neduktilni moždanici sa glavom. Određuje se nosivost na savijanje spregnutih preseka sa parcijalnim smičućim spojem u kome, za razliku od punog smičućeg spoja, broj moždanika nije dovoljan da se ostvari moment pune nosivosti, tako da se određuje redukovani moment nosivosti. Proračun se sprovodi prema Evrokodu 4. | sr |
dc.publisher | Društvo građevinskih konstruktera Srbije, Beograd | |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS// | |
dc.rights | openAccess | |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.source | Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014 | en |
dc.title | Bending resistance of composite section with partial shear connection according to EC4 | en |
dc.title | Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4 | sr |
dc.type | conferenceObject | |
dc.rights.license | BY-NC-ND | |
dc.citation.epage | 224 | |
dc.citation.other | : 215-224 | |
dc.citation.spage | 215 | |
dc.identifier.fulltext | https://grafar.grf.bg.ac.rs//bitstream/id/3376/1167.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_1169 | |
dc.type.version | publishedVersion |