Приказ основних података о дисертацији
Stability and ultimate capacity of thin-walled steel plate girders subjected to patch loading: doctoral dissertation
Stabilnost i granična nosivost tankozidnih čeličnih nosača pod uticajem delimičnog opterećenja
dc.contributor.advisor | Šumarac, Dragoslav | |
dc.contributor.other | Salatić, Ratko | |
dc.contributor.other | Lučić, Duško | |
dc.contributor.other | Ćorić, Stanko | |
dc.contributor.other | Spremić, Milan | |
dc.creator | Kovačević, Saša D. | |
dc.date.accessioned | 2023-12-13T11:44:34Z | |
dc.date.available | 2023-12-13T11:44:34Z | |
dc.date.issued | 2021-12-16 | |
dc.identifier.uri | https://uvidok.rcub.bg.ac.rs/doccall/bitstream/handle/123456789/4460/Referat.pdf | |
dc.identifier.uri | https://eteze.bg.ac.rs/application/showtheses?thesesId=9405 | |
dc.identifier.uri | https://fedorabg.bg.ac.rs/fedora/get/o:31971/bdef:Content/download | |
dc.identifier.uri | https://plus.cobiss.net/cobiss/sr/sr/bib/56703241 | |
dc.identifier.uri | https://nardus.mpn.gov.rs/handle/123456789/21966 | |
dc.description.abstract | Patch loading or partially distributed load is a special load case in which plate and box girders are subjected to localized compressive edge loads in the plane of the web. This load case is present in many applications, including beam-beam and beam-column connections as well as deep crane runway beams loaded by crane wheels. The most realistic load case is during the incremental launching of multi-span steel and composite bridges over temporary or permanent supports. In all these applications, plate girders are frequently supported at crosssections where no vertical web stiffener exists, and the load is transferred into the web panel through the loaded flange. By using longitudinal stiffeners for flexural and shear strength, the patch loading resistance can be increased as well. However, scarce work has been found in the literature for the influence of patch load length on the ultimate strength of longitudinally stiffened steel plate girders... | sr |
dc.description.abstract | Делимично оптерећење и парцијално распоређено оптерећење је специјалан случај оптерећења при којем су лимени и кутијасти носачи оптерећени локализованим ивичним силама притиска у равни ребра... | en |
dc.format | application/pdf | |
dc.language | en | |
dc.publisher | Универзитет у Београду, Грађевински факултет | sr |
dc.rights | openAccess | en |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | |
dc.source | Универзитет у Београду | sr |
dc.subject | Patch loading; Ultimate capacity; Steel plate girder; Longitudinal stiffeners; Experimental investigation; Finite element analysis; Parametric study, Unfavorable geometric imperfections | sr |
dc.subject | Делимично оптерећење, гранична носивост, челични носачи, подужна укрућења, експериментална анализа, анализа коначним елементима, параметарска студија, неповоњне геометријске имперфекције | en |
dc.title | Stability and ultimate capacity of thin-walled steel plate girders subjected to patch loading: doctoral dissertation | sr |
dc.title.alternative | Stabilnost i granična nosivost tankozidnih čeličnih nosača pod uticajem delimičnog opterećenja | en |
dc.type | doctoralThesis | |
dc.rights.license | BY | |
dc.identifier.fulltext | http://nardus.mpn.gov.rs/bitstream/id/157761/Disertacija_14516.pdf | |
dc.identifier.fulltext | http://nardus.mpn.gov.rs/bitstream/id/157762/Izvestaj_Komisije_14516.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_nardus_21966 |