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dc.contributor.authorBeatini, Valentina
dc.contributor.authorRoyer-Carfagni, Gianni
dc.contributor.authorTasora, Alessandro
dc.date.accessioned2019-07-04T08:39:16Z
dc.date.available2019-07-04T08:39:16Z
dc.date.issued2018en_US
dc.identifier.citationPROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES Volume: 474 Issue: 2209 Article Number: 20170740 DOI: 10.1098/rspa.2017.0740en_US
dc.identifier.issn1364-5021
dc.identifier.issneISSN: 1471-2946
dc.identifier.otherPubMed ID: 29434519
dc.identifier.otherAccession Number: WOS:000423773800028
dc.identifier.otherArticle Number: 20170740
dc.identifier.otherDOI: 10.1098/rspa.2017.0740
dc.identifier.urihttp://acikerisim.agu.edu.tr/xmlui/handle/20.500.12573/65
dc.descriptionV.B. acknowledges the support of Abdullah Gul University, Turkey, under project number FUA-2017-85. G.R.C. acknowledges the support of the Italian Ministry of University under grant MIUR-PRIN voce COAN 5.50.16.01 code 2015JW9NJT and of the Italian Civil Protection Department, Presidency of the Council of Ministers, under project ReLUIS-DPC 2014-2018.en_US
dc.description.abstractThe observation of old construction works confirms that masonry domes can withstand tensile hoop stresses, at least up to a certain level. Here, such tensile resistance, rather than a priori assumed as a property of the bulk material, is attributed to the contact forces that are developed at the interfaces between interlocked blocks under normal pressure, specified by Coulomb's friction law. According to this rationale, the aspect ratio of the blocks, as well as the bond pattern, becomes of fundamental importance. To investigate the complex assembly of blocks, supposed rigid, we present a non-smooth contact dynamic analysis, implemented in a custom software based on the Project Chrono C++ framework and complemented with parametric-design interfaces for pre- and post-processing complex geometries. Through this advanced tool, we investigate the role of frictional forces resisting hoop stresses in the stability of domes, either circular or oval, under static and dynamic loading, focusing, in particular, on the structural role played by the underlying drumand the surmounting tiburium.en_US
dc.description.sponsorshipAbdullah Gul University, Turkey - FUA-2017-85 Italian Ministry of University -COAN 5.50.16.01 2015JW9NJT Italian Civil Protection Department, Presidency of the Council of Ministers, under project ReLUIS-DPCen_US
dc.language.isoengen_US
dc.publisherROYAL SOC, 6-9 CARLTON HOUSE TERRACE, LONDON SW1Y 5AG, ENGLANDen_US
dc.relation.ispartofseriesPROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES;Volume: 474 Issue: 2209
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectmasonryen_US
dc.subjectdomesen_US
dc.subjectdrumen_US
dc.subjecttiburiumen_US
dc.subjectfrictionen_US
dc.subjectnon-smooth contact dynamicsen_US
dc.titleThe role of frictional contact of constituent blocks on the stability of masonry domesen_US
dc.typearticleen_US
dc.contributor.departmentAGÜ, Mimarlık Fakültesi, Mimarlık Bölümüen_US
dc.contributor.institutionauthor
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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