Design Propositions for Hybrid FRP-Steel Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Design Propositions for Hybrid FRP-Steel Reinforced Concrete Beams

Published:2016-08 Issue:4 Volume:20 Page:04015086
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pang Lei¹,Qu Wenjun²,Zhu Peng³,Xu Jiajing¹

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, People’s Republic of China.

2. Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, People’s Republic of China (corresponding author).

3. Lecturer, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000654

Reference17 articles.

1. Test model for the first Canadian smart highway bridge;Abdelrahman A. A.;ACI Struct. J.,1995

2. ACI (American Concrete Institute). (2005). “Building code requirements for structural concrete and commentary.” ACI 318M-05 Farmington Hills MI.

3. ACI (American Concrete Institute). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI440.1 R-06 Farmington Hills MI.

4. Structural Performances of Concrete Beams with Hybrid (Fiber-Reinforced Polymer-Steel) Reinforcements

5. Chen H. (2007). “Experiment and theoretical analysis on concrete flexural element reinforced with GFRP and steel bars.” Master thesis Univ. of Southwest Jiaotong China.

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