Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200052429> ?p ?o ?g. }
Showing items 1 to 82 of
82
with 100 items per page.
- W4200052429 endingPage "108823" @default.
- W4200052429 startingPage "108823" @default.
- W4200052429 abstract "A full-scale test programme for reinforced single-coped beams with slender web (RSCBSW) connections is reported in this paper. The test matrix included reinforcement types and coping details. The adequacy of the two reinforcement strategies was confirmed by the test results, and it was found that all specimens failed by buckling of the plate girder section away from the coped region. The test results also showed that for the reinforcement strategy with double full-depth transverse stiffeners, the decrease in the strength of the specimen in the post-ultimate stage was comparatively less significant compared with the specimens strengthened by a single full-depth transverse stiffener, and this phenomenon was more apparent in the case of a deep cope. Subsequently, finite element (FE) models of test specimens were developed to replicate the behaviour of the RSCBSW connections, based on which a parametric study covering a wider range of factors was conducted. The numerical results further confirmed the effectiveness of the reinforcement strategy, and no models experienced local web buckling in the vicinity of the cope. The available design equations to quantify the buckling resistance of the plate girders were applied to the test specimens and the numerical database. It was found that for cases with double full-depth transverse stiffeners, the design predictions were generally conservative. In contrast, unsafe predictions were obtained for several cases with a deep cope which was enhanced by a single full-depth transverse stiffener." @default.
- W4200052429 created "2021-12-31" @default.
- W4200052429 creator A5028355034 @default.
- W4200052429 creator A5054905105 @default.
- W4200052429 creator A5061610553 @default.
- W4200052429 creator A5063600366 @default.
- W4200052429 creator A5064719209 @default.
- W4200052429 date "2022-02-01" @default.
- W4200052429 modified "2023-10-06" @default.
- W4200052429 title "Experimental and numerical study on reinforced single-coped beam with slender web connections" @default.
- W4200052429 cites W1554935577 @default.
- W4200052429 cites W1977922459 @default.
- W4200052429 cites W1983000494 @default.
- W4200052429 cites W1985877254 @default.
- W4200052429 cites W1994419710 @default.
- W4200052429 cites W2017522844 @default.
- W4200052429 cites W2020490544 @default.
- W4200052429 cites W2054020411 @default.
- W4200052429 cites W2092140672 @default.
- W4200052429 cites W2506815879 @default.
- W4200052429 cites W2761392065 @default.
- W4200052429 cites W2782088708 @default.
- W4200052429 cites W2892569331 @default.
- W4200052429 cites W2970802716 @default.
- W4200052429 cites W816644124 @default.
- W4200052429 cites W904659598 @default.
- W4200052429 doi "https://doi.org/10.1016/j.tws.2021.108823" @default.
- W4200052429 hasPublicationYear "2022" @default.
- W4200052429 type Work @default.
- W4200052429 citedByCount "9" @default.
- W4200052429 countsByYear W42000524292023 @default.
- W4200052429 crossrefType "journal-article" @default.
- W4200052429 hasAuthorship W4200052429A5028355034 @default.
- W4200052429 hasAuthorship W4200052429A5054905105 @default.
- W4200052429 hasAuthorship W4200052429A5061610553 @default.
- W4200052429 hasAuthorship W4200052429A5063600366 @default.
- W4200052429 hasAuthorship W4200052429A5064719209 @default.
- W4200052429 hasConcept C105795698 @default.
- W4200052429 hasConcept C117251300 @default.
- W4200052429 hasConcept C127413603 @default.
- W4200052429 hasConcept C135628077 @default.
- W4200052429 hasConcept C154954056 @default.
- W4200052429 hasConcept C168834538 @default.
- W4200052429 hasConcept C196316656 @default.
- W4200052429 hasConcept C33923547 @default.
- W4200052429 hasConcept C41008148 @default.
- W4200052429 hasConcept C66938386 @default.
- W4200052429 hasConcept C67203356 @default.
- W4200052429 hasConcept C85476182 @default.
- W4200052429 hasConceptScore W4200052429C105795698 @default.
- W4200052429 hasConceptScore W4200052429C117251300 @default.
- W4200052429 hasConceptScore W4200052429C127413603 @default.
- W4200052429 hasConceptScore W4200052429C135628077 @default.
- W4200052429 hasConceptScore W4200052429C154954056 @default.
- W4200052429 hasConceptScore W4200052429C168834538 @default.
- W4200052429 hasConceptScore W4200052429C196316656 @default.
- W4200052429 hasConceptScore W4200052429C33923547 @default.
- W4200052429 hasConceptScore W4200052429C41008148 @default.
- W4200052429 hasConceptScore W4200052429C66938386 @default.
- W4200052429 hasConceptScore W4200052429C67203356 @default.
- W4200052429 hasConceptScore W4200052429C85476182 @default.
- W4200052429 hasFunder F4320321592 @default.
- W4200052429 hasFunder F4320322598 @default.
- W4200052429 hasLocation W42000524291 @default.
- W4200052429 hasOpenAccess W4200052429 @default.
- W4200052429 hasPrimaryLocation W42000524291 @default.
- W4200052429 hasRelatedWork W194827383 @default.
- W4200052429 hasRelatedWork W1969099786 @default.
- W4200052429 hasRelatedWork W1994142029 @default.
- W4200052429 hasRelatedWork W1994943997 @default.
- W4200052429 hasRelatedWork W2004808456 @default.
- W4200052429 hasRelatedWork W2033222689 @default.
- W4200052429 hasRelatedWork W2035896695 @default.
- W4200052429 hasRelatedWork W2061076340 @default.
- W4200052429 hasRelatedWork W2324327425 @default.
- W4200052429 hasRelatedWork W2182921589 @default.
- W4200052429 hasVolume "171" @default.
- W4200052429 isParatext "false" @default.
- W4200052429 isRetracted "false" @default.
- W4200052429 workType "article" @default.