The behavior of masonry walls with reinforced plaster mortar

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dc.contributor.authorBasaran H.
dc.contributor.authorDemir A.
dc.contributor.authorBagci M.
dc.date.accessioned2024-07-22T08:18:28Z
dc.date.available2024-07-22T08:18:28Z
dc.date.issued2013
dc.description.abstractThe purpose of this study is the improvement of the behaviors of walls constructed with masonry bricks using reinforced plaster mortars. In this study, 400 × 400 × 100 mm sized walls were constructed using 1: 2 scaled 100 × 50 × 30 mm sized masonry bricks. The walls were plastered using normal and various proportions of polypropylene and steel fiber reinforced plaster mortars and were subjected to vertical loads at 30°, 45°, 60°, and 90° angles. As a result of the experiments, attempts were made to present the strength, stiffness, and ductility of all of the walls. At the end of the study, an evaluation concerning failure envelope curve (σ - τ) obtained from test results according to plastered masonry walls types was performed. © 2013 Hakan Basaran et al.
dc.identifier.DOI-ID10.1155/2013/436946
dc.identifier.issn16878442
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/17304
dc.language.isoEnglish
dc.rightsAll Open Access; Gold Open Access; Green Open Access
dc.subjectBrick
dc.subjectMasonry construction
dc.subjectMortar
dc.subjectPolypropylenes
dc.subjectReinforcement
dc.subjectRetaining walls
dc.subjectWalls (structural partitions)
dc.subjectFailure envelope
dc.subjectFiber reinforced
dc.subjectMasonry bricks
dc.subjectMasonry walls
dc.subjectReinforced plasters
dc.subjectVertical load
dc.subjectPlaster
dc.titleThe behavior of masonry walls with reinforced plaster mortar
dc.typeArticle

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