Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement-Reference-Cited by-同舟云学术

Diagonal Shear Failure and Size Effect in RC Beams without Web Reinforcement

Published:2001-07 Issue:7 Volume:127 Page:733-742
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zararis Prodromos D.¹²,Papadakis George Ch.¹²

Affiliation:

1. Prof. of Civ. Engrg., Aristotle Univ. of Thessaloniki, Thessaloniki, 540 06, Macedonia, Greece.

2. Dr. Eng. of Civ. Engrg., Aristotle Univ. of Thessaloniki, Thessaloniki, 540 06, Macedonia, Greece.

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%290733-9445%282001%29127%3A7%28733%29

Reference28 articles.

1. American Concrete Institute (ACI). ( 1999). “Building code requirements for structural concrete and commentary.” ACI 318-99 Detroit.

2. Bažant Z. P. and Kazemi M. T. ( 1991). “Size effect of diagonal shear failure of beams without stirrups.” ACI Struct. J. 88(3) 268–276.

3. Bažant Z. P. Kazemi M. T. Hasegawa T. and Mazars J. ( 1991). “Size effect in brazilian split-cylinder tests: Measurements and fracture analysis.” ACI Mat. J. 88(3) 325–332.

4. Bhal N. S. ( 1968). “Uber den Einfluss der Balkenhöhe auf Schubtragfähigkeit von einfeldrigen Stahlbetonbalken mit und ohne Schubbewehrung.” PhD dissertation Universität Stuttgart Stuttgart Germany (in German).

5. Chana P. S. ( 1981). “Some aspects of modelling the behaviour of reinforced concrete under shear loading.” Tech. Rep. No. 543 Cement and Concrete Association Wexham Springs

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