Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete-Reference-Cited by-同舟云学术

Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete

Published:2016-12 Issue:5 Volume:17 Page:799-810
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Brantschen F.¹,Faria D.M.V.²,Fernández Ruiz M.¹,Muttoni A.¹

Affiliation:

1. École Polytechnique Fédérale de Lausanne; CH-1015 Lausanne Station 18 Switzerland

2. Muttoni & Fernández, consulting engineers; 1024 Ecublens Route du Bois 17 Switzerland

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference77 articles.

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2. Analytical modelling of the pre- and post-yield behaviour of bond in reinforced concrete;Fernández Ruiz;ASCE Journal of Structural Engineering,2007

3. Tepfers R. A theory of bond applied to overlapped tensile reinforcement splices for deformed bars. Publication 73:2 Göteborg, Sweden Chalmers University of Technology 1973 328

4. Rehm G. Über die Grundlagen des Verbunds zwischen Stahl und Beton Deutscher Ausschuß für Stahlbeton (DAfStb) 138 Berlin 1961 59

5. Rehm G. Kriterien zur Beurteilung von Bewehrungsstäben mit hochwertigen Verbund. Stahlbetonbau, Berichte aus Forschung und Praxis Verlag Wilhelm Ernst & Sohn Berlin 1969 79 96

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