Study on shear transfer of joint steel bar and concrete shear key in concrete connections
Title: Study on shear transfer of joint steel bar and concrete shear key in concrete connections
Author(s): K. Nakano, Y. Matsuzaki
Paper category : conference
Book title: International Symposium on Connections between Steel and Concrete
Editor(s): R. Eligehausen
Publisher: RILEM Publications SARL
Publication year: 2001
Pages: 231 - 240
Total Pages: 10
Abstract: Shear transfer across a definite interface must frequently be considered in the design of precast concrete connections. As the following various resistances in the effecting shear transfer strength are given: (1) Dowel action, (2) Shear-key, (3) Friction with axial force, (4) Adherence on the concrete surface. The purpose of this paper is to reveal the compound effects of the various resistance elements.
Basic experiments on the interface shear transfer at the precast joint faces ware carried out. Ten panel type specimens with the same dimensions were tested.
As a conclusion, the relation of the shear transfer mechanism and shear displacement behaviour in concrete connection is clarified. And the evaluation equation of the shear transfer strength with consideration to the shear displacement conformity is proposed.
Online publication: 2009-12-31
Publication type : full_text
Public price (Euros): 0.00
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