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Dionysos marble beams under bending: A contribution towards understanding the fracture of the Parthenon architraves

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dc.contributor.author Kourkoulis, SK en
dc.contributor.author Ganniari-Papageorgiou, E en
dc.contributor.author Mentzini, M en
dc.date.accessioned 2014-03-01T01:33:09Z
dc.date.available 2014-03-01T01:33:09Z
dc.date.issued 2010 en
dc.identifier.issn 0013-7952 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/20353
dc.subject Architraves en
dc.subject Bending en
dc.subject Contact elements en
dc.subject Dionysos marble en
dc.subject Finite element method en
dc.subject Monuments en
dc.subject Natural building stones en
dc.subject Restoration en
dc.subject Titanium en
dc.subject.classification Engineering, Geological en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other Architraves en
dc.subject.other Bending en
dc.subject.other Contact elements en
dc.subject.other Dionysos marble en
dc.subject.other Finite Element en
dc.subject.other Monuments en
dc.subject.other Natural building stones en
dc.subject.other Building materials en
dc.subject.other Computer simulation en
dc.subject.other Marble en
dc.subject.other Restoration en
dc.subject.other Titanium en
dc.subject.other Finite element method en
dc.subject.other bending en
dc.subject.other building construction en
dc.subject.other computer simulation en
dc.subject.other finite element method en
dc.subject.other laboratory method en
dc.subject.other marble en
dc.subject.other numerical model en
dc.subject.other reinforcement en
dc.subject.other strain en
dc.subject.other stress field en
dc.title Dionysos marble beams under bending: A contribution towards understanding the fracture of the Parthenon architraves en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.enggeo.2009.06.012 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.enggeo.2009.06.012 en
heal.language English en
heal.publicationDate 2010 en
heal.abstract The response of either intact or fractured and restored marble architraves under bending is the object of the present paper. The study is motivated by the needs of the scientists, working for the extensive restoration program of the Parthenon Temple on the Acropolis of Athens, for an in-depth knowledge of the stress and strain fields developed in restored structural elements when they are placed back in their initial position. A recently introduced procedure is employed for the calculation of the reinforcement required for the restoration. A numerical model with contact elements is developed for the simulation of a prismatic architrave (epistyle) resting on marble supports (capitals, abacuses) and subjected to various types of bending. The points most prone to fail are located for both the intact and the restored architraves and it is concluded that the reproduction of actual bending conditions in the laboratory may lead to erroneous conclusions if the results are not interpreted carefully taking into account the exact way of applying the external loads. The most important findings of the numerical analysis are compared to those of previous experimental studies and are juxtaposed to the conclusions drawn from the study of the present state of the monument. (C) 2009 Elsevier B.V. All rights reserved. en
heal.publisher ELSEVIER SCIENCE BV en
heal.journalName Engineering Geology en
dc.identifier.doi 10.1016/j.enggeo.2009.06.012 en
dc.identifier.isi ISI:000283020400014 en
dc.identifier.volume 115 en
dc.identifier.issue 3-4 en
dc.identifier.spage 246 en
dc.identifier.epage 256 en


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