Concrete Cracking in Tension Members and Application to Deck Slabs of Bridges-Reference-Cited by-同舟云学术

Concrete Cracking in Tension Members and Application to Deck Slabs of Bridges

Published:2007-09 Issue:5 Volume:12 Page:646-653
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Muttoni A.¹²,Fernández Ruiz M.¹²

Affiliation:

1. Professor, Ecole Polytechnique Fédérale de Lausanne, IS-BETON, bât. GC, Station 18, CH-1015 Lausanne, Switzerland.

2. Postdoctoral Fellow, Ecole Polytechnique Fédérale de Lausanne, IS-BETON, bât. GC, Station 18, CH-1015 Lausanne, Switzerland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282007%2912%3A5%28646%29

Reference20 articles.

1. Alvarez M. (1998). “Influence of bond behaviour in the deformation capacity of reinforced concrete.” Ph.D. thesis Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton IBK Eidgenössische Technische Hochschule Zürich Zürich Switzerland (in German).

2. Fatigue of bond;Balázs G. L.;ACI Mater. J.,1991

3. DeStefano R. J. Evans J. Tadros M. K. and Sun C. (2003). “Flexural crack control in concrete bridge structures.” 3rd Proc. Int. Sym. on High Performance Concrete (ISHPC) Orlando Fla.

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