Size Effect in Flexure of Prestressed Concrete Beams Failing by Compression Softening-Reference-Cited by-同舟云学术

Size Effect in Flexure of Prestressed Concrete Beams Failing by Compression Softening

Published:2014-10 Issue:10 Volume:140 Page:04014068
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vorel Jan¹,Gattu Mahendra²,Bažant Zdeněk P.³

Affiliation:

1. Assistant Professor, Dept. of Mechanics, Faculty of Civil Engineering, Czech Technical Univ. in Prague, Thákurova 7, 16629 Praha 6, Czech Republic; and Visiting Scholar, Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208.

2. Graduate Research Assistant, Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208.

3. McCormick Institute Professor and W. P. Murphy Professor of Civil and Mechanical Engineering and Materials Science, Northwestern Univ., 2145 Sheridan Rd., CEE/A135, Evanston, IL 60208 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000983

Reference28 articles.

1. ACI Committee 318. (2008). “Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318-05).” Rep. American Concrete Institute (ACI) Farmington Hills MI.

2. The collapse of reinforced concrete beams;Barnard P.;ACI Special Publication,1965

3. PLASTIC BEHAVIOUR OF CONTINUOUS COMPOSITE BEAMS

4. L’instabilité d’un milieu continu et la resistence en compression;Bažant Z.;Bull. RILEM,1967

5. Size Effect in Blunt Fracture: Concrete, Rock, Metal

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