Author/Authors
çelik, tülin aksaray üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Aksaray, Türkiye , tanrıverdi, şükran aksaray üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Aksaray, Türkiye , ural, ali aksaray üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Aksaray, Türkiye , fırat, fatih kürşat aksaray üniversitesi - mühendislik fakültesi - inşaat mühendisliği bölümü, Aksaray, Türkiye
Title Of Article
The examination of shear strength effect of the clamp immersion distance based on finite element modelling
شماره ركورد
45220
Abstract
Since the early ages, people have used masonry material units such as stone, brick and adobes to make areas for sheltering. The problems on historical structures caused by great damages arising from earthquake, fire, and soil problems, bring about physical and chemical deterioration. These damages are generally due to low shear and tensile stresses in masonry walls. In order to overcome this weakness, clamp and dowels are often used as connection units in many historical buildings. The moving of the structural system with these elements together raises the ductile behavior of the whole structure. In this study, the distance between the edge of the stone and immersion point of clamps was taken into account as variant parameter and the influence of the clamps on the shear strength of the masonry walls are investigated. The LUSAS software based on the finite element method (FEM) are used to create a 3D numerical model. In the light of the results obtained by computer analyses, the optimum distance between the edge of the stone and the immersion points are examined and the effects of those on the stone units are comparatively illustrated
From Page
63
NaturalLanguageKeyword
Historical structures , LUSAS , Clamp elements , Tensile stress , Masonry unit
JournalTitle
Sdu International Technologic Science
To Page
68
JournalTitle
Sdu International Technologic Science
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