Structural Behavior of Shear-Critical RC Slender Beams with Corroded Properly Anchored Longitudinal Steel Reinforcement-Reference-Cited by-同舟云学术

Structural Behavior of Shear-Critical RC Slender Beams with Corroded Properly Anchored Longitudinal Steel Reinforcement

Published:2013-12 Issue:12 Volume:139 Page:04013011
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Azam Rizwan¹,Soudki Khaled²

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1; and Lecturer (on leave), Dept. of Civil Engineering, Univ. of Engineering and Technology Lahore, Pakistan.

2. Professor and Canada Research Chair, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (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.0000799

Reference21 articles.

1. Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams;Aguilar G.;ACI Struct. J.,2002

2. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets

3. ASTM. (1990). “Standard practice for preparing cleaning and evaluating test specimens.” G1 West Conshohocken PA.

4. Strength in shear of concrete beams with exposed reinforcement;Cairns J.;Proc.—Inst. Civ. Eng.,1995

5. Canadian Standard Association. (2004). “Design of concrete structures.” CAN/CSA-A23.3-04 Rexdale Canada.

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