FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200261010> ?p ?o ?g. }

• W4200261010 endingPage "223" @default.
• W4200261010 startingPage "223" @default.
• W4200261010 abstract "Composite steel–concrete slab is a floor typology widely used for building applications. Their design is usually governed by serviceability limit state requirements associated with the time-dependent response of the concrete. In this context, this paper presents a state-of-the-art review of research carried out to date on the long-term behavior of composite steel–concrete slabs. The particularity of this time-dependent response relies on the fact that the concrete cannot dry from the underside of the slab due to the presence of the profiled sheeting while it can dry from its upper surface. In the first part of the paper, a review of the work carried out on the identification of the time-dependent response of the concrete is presented by considering the peculiarities that occur due to the non-symmetric drying condition related to composite slabs. Particular attention is given to shrinkage effects and to the occurrence and influence of the non-uniform shrinkage gradient that develops in this form of construction over time. This is followed by the description and discussion of the experimental work performed on both simply-supported and continuous static configurations of composite slabs. In particular, the work published to date is summarized while highlighting the key parameters of the test samples and of the testing protocols adopted in the experiments. In the last part of the paper, available theoretical and design models proposed for the predictions of the shrinkage-induced behavior of composite slabs are presented and discussed." @default.
• W4200261010 created "2021-12-31" @default.
• W4200261010 creator A5003508657 @default.
• W4200261010 creator A5065103253 @default.
• W4200261010 date "2021-12-27" @default.
• W4200261010 modified "2023-09-26" @default.
• W4200261010 title "Shrinkage-Induced Response of Composite Steel–Concrete Slabs: A State-of-the-Art Review" @default.
• W4200261010 cites W10847090 @default.
• W4200261010 cites W1494896859 @default.
• W4200261010 cites W1966349168 @default.
• W4200261010 cites W1968102897 @default.
• W4200261010 cites W1968272549 @default.
• W4200261010 cites W1986041841 @default.
• W4200261010 cites W2001027033 @default.
• W4200261010 cites W2005562861 @default.
• W4200261010 cites W2009851303 @default.
• W4200261010 cites W2011302431 @default.
• W4200261010 cites W2014218670 @default.
• W4200261010 cites W2021421303 @default.
• W4200261010 cites W2034931808 @default.
• W4200261010 cites W2041879358 @default.
• W4200261010 cites W2044089558 @default.
• W4200261010 cites W2078021632 @default.
• W4200261010 cites W2078781716 @default.
• W4200261010 cites W2080216072 @default.
• W4200261010 cites W2108971342 @default.
• W4200261010 cites W2117667680 @default.
• W4200261010 cites W2123522094 @default.
• W4200261010 cites W2126841642 @default.
• W4200261010 cites W2133593198 @default.
• W4200261010 cites W2162901779 @default.
• W4200261010 cites W2280165471 @default.
• W4200261010 cites W2296965029 @default.
• W4200261010 cites W2323410575 @default.
• W4200261010 cites W2328758740 @default.
• W4200261010 cites W2347152333 @default.
• W4200261010 cites W2356868139 @default.
• W4200261010 cites W2439670655 @default.
• W4200261010 cites W2529713691 @default.
• W4200261010 cites W2544999735 @default.
• W4200261010 cites W2590961449 @default.
• W4200261010 cites W2591246942 @default.
• W4200261010 cites W2623108287 @default.
• W4200261010 cites W2775349831 @default.
• W4200261010 cites W2780634852 @default.
• W4200261010 cites W2793308675 @default.
• W4200261010 cites W2889081963 @default.
• W4200261010 cites W2916345006 @default.
• W4200261010 cites W2972267092 @default.
• W4200261010 cites W299455129 @default.
• W4200261010 cites W2999573727 @default.
• W4200261010 cites W3012266748 @default.
• W4200261010 cites W3043563981 @default.
• W4200261010 cites W3117926788 @default.
• W4200261010 cites W3170082769 @default.
• W4200261010 cites W3196718812 @default.
• W4200261010 cites W4241599206 @default.
• W4200261010 cites W4251569225 @default.
• W4200261010 cites W562915392 @default.
• W4200261010 doi "https://doi.org/10.3390/app12010223" @default.
• W4200261010 hasPublicationYear "2021" @default.
• W4200261010 type Work @default.
• W4200261010 citedByCount "2" @default.
• W4200261010 countsByYear W42002610102022 @default.
• W4200261010 countsByYear W42002610102023 @default.
• W4200261010 crossrefType "journal-article" @default.
• W4200261010 hasAuthorship W4200261010A5003508657 @default.
• W4200261010 hasAuthorship W4200261010A5065103253 @default.
• W4200261010 hasBestOaLocation W42002610101 @default.
• W4200261010 hasConcept C104779481 @default.
• W4200261010 hasConcept C110245778 @default.
• W4200261010 hasConcept C113740112 @default.
• W4200261010 hasConcept C127313418 @default.
• W4200261010 hasConcept C127413603 @default.
• W4200261010 hasConcept C151730666 @default.
• W4200261010 hasConcept C159985019 @default.
• W4200261010 hasConcept C16995789 @default.
• W4200261010 hasConcept C180145272 @default.
• W4200261010 hasConcept C192562407 @default.
• W4200261010 hasConcept C2779343474 @default.
• W4200261010 hasConcept C66938386 @default.
• W4200261010 hasConceptScore W4200261010C104779481 @default.
• W4200261010 hasConceptScore W4200261010C110245778 @default.
• W4200261010 hasConceptScore W4200261010C113740112 @default.
• W4200261010 hasConceptScore W4200261010C127313418 @default.
• W4200261010 hasConceptScore W4200261010C127413603 @default.
• W4200261010 hasConceptScore W4200261010C151730666 @default.
• W4200261010 hasConceptScore W4200261010C159985019 @default.
• W4200261010 hasConceptScore W4200261010C16995789 @default.
• W4200261010 hasConceptScore W4200261010C180145272 @default.
• W4200261010 hasConceptScore W4200261010C192562407 @default.
• W4200261010 hasConceptScore W4200261010C2779343474 @default.
• W4200261010 hasConceptScore W4200261010C66938386 @default.
• W4200261010 hasIssue "1" @default.
• W4200261010 hasLocation W42002610101 @default.
• W4200261010 hasLocation W42002610102 @default.
• W4200261010 hasOpenAccess W4200261010 @default.
• W4200261010 hasPrimaryLocation W42002610101 @default.

• next