Implementation and validation of a strain rate dependent anisotropic continuum model for masonry

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dc.contributor.authorRafsanjani, Seyedebrahim Hashemipor
dc.contributor.authorLourenço, Paulo B.por
dc.contributor.authorPeixinho, Nunopor
dc.date.accessioned2016-01-25T15:49:19Z
dc.date.available2016-01-25T15:49:19Z
dc.date.issued2015
dc.description.abstractA newly developed strain rate dependent anisotropic continuum model is proposed for impact and blast applications in masonry. The present model adopted the usual approach of considering different yield criteria in tension and compression. The analysis of unreinforced block work masonry walls subjected to impact is carried out to validate the capability of the model. Comparison of the numerical predictions and test data revealed good agreement. Next, a parametric study is conducted to evaluate the influence of the tensile strengths along the three orthogonal directions and of the wall thickness on the global behavior of masonry walls.por
dc.description.sponsorshipThis work was performed under Project CH-SECURE, with reference TDC/ECM/120118/2010, funded by the Portuguese Foundation of Science and Technology - FCT. The authors acknowledge the support. The first author also acknowledges the support for the Strategic Planning of the School of Engineering from University of Minho.por
dc.distributioninternationalpor
dc.identifier.doi10.1016/j.ijmecsci.2015.10.001por
dc.identifier.issn0020-7403por
dc.identifier.urihttps://hdl.handle.net/1822/39663
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherPergamon-Elsevier Science Ltdpor
dc.relationinfo:eu-repo/grantAgreement/FCT/5876-PPCDTI/120118/PTpor
dc.rightsopenAccesspor
dc.subjectBlock work masonrypor
dc.subjectImpactpor
dc.subjectContinuum modelpor
dc.subjectAnisotropypor
dc.subjectOut of plane responsepor
dc.subjectDynamic increase factorpor
dc.subject.fosEngenharia e Tecnologia::Outras Engenharias e Tecnologiaspor
dc.subject.wosScience & Technologypor
dc.titleImplementation and validation of a strain rate dependent anisotropic continuum model for masonrypor
dc.typearticle
dspace.entity.typePublicationen
oaire.citationEndPage43por
oaire.citationStartPage24por
oaire.citationTitleInternational Journal of Mechanical Sciencespor
oaire.citationVolume104por
sdum.journalInternational Journal of Mechanical Sciencespor
sdum.publicationstatuspublishedpor

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