Influence of special plaster on the out-of-plane behavior of masonry walls

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dc.contributor.authorDonduren, Mahmut Sami
dc.contributor.authorKanit, Recep
dc.contributor.authorKalkan, Ilker
dc.contributor.authorGencel, Osman
dc.date.accessioned2020-06-25T18:16:41Z
dc.date.available2020-06-25T18:16:41Z
dc.date.issued2016
dc.departmentKırıkkale Üniversitesi
dc.description.abstractThe present study aimed at investigating the effect of a special plaster on the out-of-plane behavior of masonry walls. A reference specimen, plastered with conventional plaster, and a specimen plastered with a special plastered were tested under reversed cyclic lateral loading. The specimens were identical in dimensions and material properties. The special plaster contained an additive, which increased the adherence strength of the plaster to the wall. The amount of the additive in the mortar was adjusted based on the preliminary material tests. The influence of the plaster on the wall behavior was evaluated according to the initial cracking load, type of failure, energy absorption capacity (modulus of toughness), and crack pattern of the wall. Despite having limited contribution to the ductility, the special plaster increased the ultimate load capacity of the wall about 25%. The failure mode of the wall with special plaster resembled the plastic failure mechanism of a reinforced concrete slab in the formation of yielding lines along the wall. The deflection at failure and the modulus of toughness of the wall with special plaster were measured to be in order of 60% and 75% of the corresponding values of the reference wall.en_US
dc.description.sponsorshipScientific Research Projects Coordinatorship of Selcuk University, Konya, TurkeySelcuk University [06401066]en_US
dc.description.sponsorshipThe study was funded by the Scientific Research Projects Coordinatorship of Selcuk University, Konya, Turkey with the project number 06401066. This funding is gratefully acknowledged. The material tests of the present study were carried out in the Structural Mechanics Laboratory of the Faculty of Engineering, Gazi University, Ankara, Turkey. The preliminary tests were conducted in the Earthquake Research Laboratory of the Faculty of Engineering, Selcuk University, Konya, Turkey. Finally, the main experiments were conducted in the Earthquake Research Laboratory of the Faculty of Technology, Gazi University, Ankara, Turkey.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.12989/eas.2016.10.4.769
dc.identifier.endpage788en_US
dc.identifier.issn2092-7614
dc.identifier.issn2092-7622
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84969963363
dc.identifier.scopusqualityQ3
dc.identifier.startpage769en_US
dc.identifier.urihttps://doi.org/10.12989/eas.2016.10.4.769
dc.identifier.urihttps://hdl.handle.net/20.500.12587/6595
dc.identifier.volume10en_US
dc.identifier.wosWOS:000374768700003
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Pressen_US
dc.relation.ispartofEarthquakes And Structures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectcomposite plasteren_US
dc.subjectearthquake loadingen_US
dc.subjectplastered infill wallen_US
dc.subjectout-of-plane behavioren_US
dc.titleInfluence of special plaster on the out-of-plane behavior of masonry wallsen_US
dc.typeArticle

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