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Transmission of shear loads with post-installed rebars

Title: Transmission of shear loads with post-installed rebars
Author(s): J. Kunz
Paper category : conference
Book title: International Symposium on Connections between Steel and Concrete
Editor(s): R. Eligehausen
Print-ISBN: 2-912143-25-X
e-ISBN: 2351580346
Publisher: RILEM Publications SARL
Publication year: 2001
Pages: 402 - 410
Total Pages: 9
Nb references: 2
Language: English

Abstract: Often concrete ceilings are cast against roughened walls. Design methods and specifications for anchorage and splice lengths from literature and different construction standards have been compared. The examples of the connection with post-installed reinforcement of a bending slab to a wall and a short slab to a wall (here shear is outweighing) have been designed according to the standards requiring the minimum anchorage and splice lengths and tests have been performed. These investigations show that shear connections with post-installed reinforcement bars can be designed as connections with cast-in bars and that it is important to specify sufficient constructive reinforcement to limit the opening of cracks in the joints.

Online publication: 2009-12-31
Publication type : full_text
Public price (Euros): 0.00

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