The Effect of Steel Plates with Shear Studs for Weak Column-Strong Beam Connections in the Reinforced Concrete Structures under Earthquake Effect
Yükleniyor...
Tarih
2011
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Wiley
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In this study, the effect of steel plates with shear studs used in the weak columnstrong beam connections was investigated both experimentally and analytically. Five RC specimens were tested under cyclic loading in the experimental programme. Steel plates with shear studs in the column were used along the connection area. The specimens were derived from the exterior joint of a frame. As the main parameters, the width of shear stud heads and their spacing on the steel plates were changed to investigate their effects on the weak column. The test results confirmed that shear studs improved the strength and stiffness of the specimens. The control specimen collapsed because of joint failure, while the other four specimens collapsed because of bending at the bottom of the beam showing ductile behaviour. The comparison of experimental results with the analytical results obtained from ANSYS finite element programme showed similar outputs from the aspects of behaviour.
Açıklama
Anahtar Kelimeler
cyclic load, finite element method, shear stud, weak column-strong beam connection
Kaynak
Strain
WoS Q Değeri
Q1
Scopus Q Değeri
Q2
Cilt
47
Sayı
Künye
closedAccess
