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Experimental study on the stresses at the i-beam end-plate moment connection
dc.creator | Gašić, V. | |
dc.creator | Arsić, Aleksandra | |
dc.creator | Flajs, Željko | |
dc.date.accessioned | 2022-04-18T15:19:59Z | |
dc.date.available | 2022-04-18T15:19:59Z | |
dc.date.issued | 2019 | |
dc.identifier.issn | 1451-3749 | |
dc.identifier.uri | http://rims.institutims.rs/handle/123456789/357 | |
dc.description.abstract | The paper deals with experimental study of the stresses at the bolted end-plate moment connection. The design parameters are adopted to include prying effects in joint. A stress level is obtained in the elements where the highest values occur in the tension zone of the end-plate. The accompanied finite element analysis is performed for comparing purposes with experimental results. It is shown that end-plate thickness should be the unavoidable joint parameter in structural analysis of frame-like structures. | en |
dc.publisher | Institut za ispitivanje materijala, Beograd | |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/35006/RS// | |
dc.rights | openAccess | |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.source | Structural Integrity and Life | |
dc.subject | Stresses | en |
dc.subject | End-plate joint | en |
dc.subject | Bending | en |
dc.title | Experimental study on the stresses at the i-beam end-plate moment connection | en |
dc.type | article | |
dc.rights.license | BY-NC-ND | |
dc.citation.epage | 57 | |
dc.citation.issue | 1 | |
dc.citation.other | 19(1): 53-57 | |
dc.citation.rank | M24 | |
dc.citation.spage | 53 | |
dc.citation.volume | 19 | |
dc.identifier.fulltext | http://rims.institutims.rs/bitstream/id/212/354.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_rims_357 | |
dc.identifier.scopus | 2-s2.0-85072948216 | |
dc.type.version | publishedVersion |