Research Abstract
Beam type specimens where studs are used as shear connector are prepared to
investigate constitutive relations. Parameters are stud height, compressive strength of
concrete, stud spacing and steel plate thickness. The influences of these parameters are
investigated in this study. The influence of the stud height is evaluated quantitatively and the
influences of compressive strength of concrete, stud spacing and steel plate thickness are
evaluated qualitatively
Research Department
Research Journal
International Symposium on Connections between Steel and Concrete
Research Member
Research Rank
1
Research Year
2001