Crack development depending on bond design for masonry walls under shear
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Tarih
2012
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Techno Press
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
Walls are the most important vertical load-carrying elements of masonry structures. Their bond designs are different from one country to another. This paper presents the shear effects of some structural bond designs commonly used for masonry walls. Six different bond designs are considered and modeled using finite element procedures under lateral loading to examine the shear behavior of masonry walls. To obtain accurate results, finite element models are assumed in the inelastic region. Crack development patterns for each wall are illustrated on deformed meshes, and the numerical results are compared.
Açıklama
Anahtar Kelimeler
Masonry, Bonding Design, Inelastic Behavior, Crack Development
Kaynak
Structural Engineering and Mechanics
WoS Q Değeri
N/A
Scopus Q Değeri
Q2
Cilt
44
Sayı
2
