Prediction of Flexural Deformation of a Corroded RC Beam with a Polynomial Tension-Stiffening Model-Reference-Cited by-同舟云学术

Prediction of Flexural Deformation of a Corroded RC Beam with a Polynomial Tension-Stiffening Model

Published:2013-06 Issue:6 Volume:139 Page:940-948
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang Shu-Yan¹,Liu Xi-La²,Leng Yu-Bing³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, P. R. China (corresponding author).

2. Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, P. R. China.

3. Graduate Student, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, P. R. China.

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.0000704

Reference35 articles.

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2. Load-Deflection Analysis of FRP Reinforced Concrete Flexural Members

3. Amleh L. (2000). “Bond deterioration of reinforcing steel in concrete due to corrosion.” Ph.D thesis Dept. of Civil Engineering and Applied Mechanics. McGill Univ. Montreal.

4. American Concrete Institute (ACI). (1983). “Building code requirements for reinforced concrete.” ACI 318-83 Detroit.

5. Spacing of cracks in reinforced concrete;Bažant Z. P.;J. Struct. Eng.,1983

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