Experimental and numerical investigation of walls strengthened with fiber plaster

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dc.contributor.authorBasaran, H
dc.contributor.authorDemir, A
dc.contributor.authorBagci, M
dc.contributor.authorErgun, S
dc.date.accessioned2024-07-18T11:40:27Z
dc.date.available2024-07-18T11:40:27Z
dc.description.abstractThe topic of this study is to investigate behaviors of masonry walls strengthened with reinforced fiber plaster under diagonal tensile loads. Full blend brick 100x50x30 mm in dimensions were used to make masonry walls with dimensions of 400x400x100 mm. Three different samples were manufactured by plastering masonry walls with traditional style, with 3% polypropylene or with 5% steel fiber. All the samples were tested using ASTM 1391- 81 standards. The propagation of damage on samples caused by diagonal tensile load was observed and load-displacement graphs were plotted for each sample. A finite element software (ABAQUS) was used to obtain numerical values for all samples and crack patterns and load-displacement responses were obtained. Experimental and numerical results were compared.
dc.identifier.issn1225-4568
dc.identifier.other1598-6217
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/2425
dc.language.isoEnglish
dc.publisherTECHNO-PRESS
dc.subjectMECHANICAL-BEHAVIOR
dc.subjectMASONRY PANELS
dc.subjectSUBJECT
dc.subjectDAMAGE
dc.titleExperimental and numerical investigation of walls strengthened with fiber plaster
dc.typeArticle

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