Investigation of Using Ansys Software in the Determination of Stress Behaviours of Masonry Walls Under Out of Plane Cycling Load

Basit Öğe Kaydı
dc.contributor.authorKanıt, Recep
dc.contributor.authorDöndüren, M. Sami
dc.date.accessioned2020-03-26T17:49:20Z
dc.date.available2020-03-26T17:49:20Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this study, a model masonry wall (MW) was constructed in the laboratory and experimented under out of plane cycling load. Then it was analyzed with ANSYS which is a finite element technology. After analyzing this selected model masonry wall with ANSYS programme, the results of strength, displacement and stress distributions obtained were compared with the values of the experiments. Thus, the usability of ANSYS programme in the analysis of masonry walls was searched. As a result of the experiments, it was observed that the first cracking load was 45 kN, fracture load was 65 kN and the maximum value of the displacement for MW under out of plane cycling load was 4.0 mm in both of the applications. When the stress distributions were taken into consideration in the experiments and solutions of ANSYS, it was observed that the stresses occurred on the uppermost horizontal plane in the middle of the wall and decreased through basic connection beam. Consequently, it can be said that ANSYS programme can be used in the analysis of masonry walls under out of plane cycling load and ductility, rigidity and energy consumption capacities of masonry walls can be calculated with the data obtained.en_US
dc.description.sponsorshipSelcuk University Scientific Research FoundationSelcuk University [BAP-06401066]en_US
dc.description.sponsorshipThe authors are greatly indebted to Selcuk University Scientific Research Foundation for providing a financial support (project numbers: BAP-06401066).en_US
dc.identifier.citationKanıt, R., Döndüren, M. S., (2010). Investigation of Using Ansys Software in the Determination of Stress Behaviours of Masonry Walls Under Out of Plane Cycling Load. International Journal of the Physical Sciences, 5(2), 97-108.
dc.identifier.endpage108en_US
dc.identifier.issn1992-1950en_US
dc.identifier.issue2en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage97en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/25023
dc.identifier.volume5en_US
dc.identifier.wosWOS:000277016000004en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorDöndüren, M. Sami
dc.language.isoenen_US
dc.publisherACADEMIC JOURNALSen_US
dc.relation.ispartofInternational Journal of the Physical Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectMasonryen_US
dc.subjectANSYS programmeen_US
dc.subjectwallen_US
dc.subjectstress behaviouren_US
dc.subjecthorizontal loaden_US
dc.subjectearthquakeen_US
dc.titleInvestigation of Using Ansys Software in the Determination of Stress Behaviours of Masonry Walls Under Out of Plane Cycling Loaden_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
5023.pdf
Boyut:
1.18 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Makale Dosyası
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
İnşaat Mühendisliği Bölümü/Makale Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu