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