Torsional Behavior of Rectangular and Flanged Concrete Beams with FRP Reinforcements-Reference-Cited by-同舟云学术

Torsional Behavior of Rectangular and Flanged Concrete Beams with FRP Reinforcements

Published:2015-12 Issue:12 Volume:141 Page:04015068
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deifalla A.¹

Affiliation:

1. Lecturer, Dept. of Civil Engineering, The British Univ., El Shorouk City, P.O. Box 43, New Cairo 11837, Egypt; and Visiting Scholar, Institut für Angewandte Mechanik, Technische Universität Braunschweig, Bienroder Weg 87, 38106 Braunschweig, Germany.

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.0001322

Reference33 articles.

1. ACI (American Concrete Institute). (2004). “Guide test methods for fiber reinforced polymers (FRP) for reinforcing or strengthening concrete structures.” ACI 440 Farmington Hills MI.

2. ACI (American Concrete Institute). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI.

3. ACI (American Concrete Institute). (2013). “Report on torsion in structural concrete.” ACI 445.1R-12 Farmington Hills MI.

4. Constitutive laws of softened concrete in biaxial tension compression;Belarbi A.;ACI Struct. J.,1995

5. Modified Variable Angle Truss-Model for torsion in reinforced concrete beams

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