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Unilateral contact and damage analysis in masonry arches

Stavroulakis Georgios, Drosopoulos Georgios, M. Campo

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URIhttp://purl.tuc.gr/dl/dias/0170989D-9836-4D12-9294-66EEA97788FD-
Identifierhttps://doi.org/10.15625/0866-7136/31/3-4/5647-
Languageen-
Extent5 pagesen
TitleUnilateral contact and damage analysis in masonry archesen
CreatorStavroulakis Georgiosen
CreatorΣταυρουλακης Γεωργιοςel
CreatorDrosopoulos Georgiosen
CreatorΔροσοπουλος Γεωργιοςel
CreatorM. Campoen
Content SummaryIn the present work the ultimate failure load and the collapse mechanism of a stone arch bridge are estimated by the usage of (a) a multi - part elastic model with unilateral contact frictional interfaces and (b) a continuous damage model. According to the contact model, contact interfaces simulating potential cracks are considered and their opening or sliding indicates crack initiation. The second model deals with the material damage consisting in the development of internal microcracks that affect the load bearing capacity of the material. Satisfactory comparison of the results is reported here.en
Type of ItemPeer-Reviewed Journal Publicationen
Type of ItemΔημοσίευση σε Περιοδικό με Κριτέςel
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-12-
Date of Publication2009-
SubjectApplied mechanicsen
SubjectEngineering, Mechanicalen
Subjectmechanics applieden
Subjectapplied mechanicsen
Subjectengineering mechanicalen
Bibliographic CitationM. Campo, G.A. Drosopoulos G.E. Stavroulakis ," Unilateral contact and damage analysis in masonry arches ",Viet. J. of Mech., vol. 31, no. 3-4 , pp. 185 – 190.2009.doi:10.15625/0866-7136/31/3-4/5647en

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