Influence of Fatigue Loading in Shear Failures of Reinforced Concrete Members without Transverse Reinforcement-Reference-Cited by-同舟云学术

Influence of Fatigue Loading in Shear Failures of Reinforced Concrete Members without Transverse Reinforcement

Published:2015-05-27 Issue:5 Volume:13 Page:263-274
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Ruiz Miguel Fernández¹,Zanuy Carlos²,Natário Francisco¹,Gallego Juan Manuel³,Albajar Luis²,Muttoni Aurelio¹

Affiliation:

1. École Polytechnique Fédérale de Lausanne, ENAC, Lausanne, Switzerland.

2. Universidad Politécnica de Madrid, ETS Ingenieros de Caminos, Department of Continuum Mechanics and Structures, Madrid, Spain.

3. Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/5/13_263/_pdf

Reference33 articles.

1. 1) Bažant, Z. P. and Xu, K., (1991). “Size effect in fatigue fracture of concrete.” ACI Materials Journal, 88(4), 390-399.

2. 2) CEN European Committee for Standardization, (2004). “Eurocode 2 - Design of concrete structures – Part 1-1: General rules and rules for buildings.” Brussels, December, 225p.

3. 3) Chang T. S. and Kesler C. E., (1958a). “Static and fatigue strength in shear of beams with tensile reinforcement.” ACI Journal, 54(6), 1033-1057.

4. 4) Chang T. S and Kesler C. E., (1985b). “Fatigue behaviour of reinforced concrete beams.” ACI Journal, 55(8), 245-254.

5. 5) Elices Calafat, M., (1998) “Fracture mechanics applied to 2-D elastic bodies.” Lecture notes, ETSICCP – Universidad Politécnica de Madrid, 94 p. (in Spanish)

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