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Limit load of a masonry arch bridge based on finite element frictional contact analysis

Stavroulakis Georgios, G.A. Drosopoulos, C.V. Massalas

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URIhttp://purl.tuc.gr/dl/dias/D43DF9B1-D637-470E-9AEF-3EE07C2D4E91-
Identifierhttp://www.comeco.tuc.gr/texts/courses/postgrad/Drosopoulos_GRACHM05.pdf-
Languageen-
Extent5 pagesen
TitleLimit load of a masonry arch bridge based on finite element frictional contact analysis en
CreatorStavroulakis Georgiosen
CreatorΣταυρουλακης Γεωργιοςel
CreatorG.A. Drosopoulosen
CreatorC.V. Massalasen
Content SummaryThe limit load of a stone arch bridge can be identified by the lack of solvability of a finite element analysis including contact interfaces that simulate potential cracks. Opening or sliding at some of them indicates crack initiation. The ultimate load has been calculated by using a path - following (load incrementation) technique. The method is applied on the Strathmashie stone bridge and the results are comparable with the ultimate failure load prediction of the collapse mechanism method and with experimental data published in the literature.en
Type of ItemΠλήρης Δημοσίευση σε Συνέδριοel
Type of ItemConference Full Paperen
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-12-
Date of Publication2005-
SubjectApplied mechanicsen
SubjectEngineering, Mechanicalen
Subjectmechanics applieden
Subjectapplied mechanicsen
Subjectengineering mechanicalen
Bibliographic CitationG.A. Drosopoulos , G.E. Stavroulakis , C.V. Massalas .(2005).Limit load of a masonry arch bridge based on finite element frictional contact analysis.Presented at 5th GRACM International Congress on Computational Mechanics .[online]. Available: http://www.comeco.tuc.gr/texts/courses/postgrad/Drosopoulos_GRACHM05.pdfen

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