Investigation of Using Ansys Software in the Determination of Stress Behaviours of Masonry Walls Under Out of Plane Cycling Load
Yükleniyor...
Dosyalar
Tarih
2010
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
ACADEMIC JOURNALS
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
In 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.
Açıklama
Anahtar Kelimeler
Masonry, ANSYS programme, wall, stress behaviour, horizontal load, earthquake
Kaynak
International Journal of the Physical Sciences
WoS Q Değeri
Q2
Scopus Q Değeri
N/A
Cilt
5
Sayı
2
Künye
Kanıt, 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.
