Innovative Connection Systems for Sand-Coated and Helically Wrapped Glass Fiber–Reinforced Polymer Bars

Author:

Shakiba Milad1ORCID,Bazli Milad2ORCID,Esfahani Mohammadmahdi3,Ghobeishavi Mohammad Ali3,Ebrahimzadeh Mohsen4

Affiliation:

1. Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Lavizan, Tehran 16788-15811, Iran. ORCID:

2. Faculty of Science and Technology, Charles Darwin Univ., Darwin 0832, Australia; School of Mechanical and Mining Engineering, Univ. of Queensland, Brisbane 4072, Australia (corresponding author). ORCID: .

3. Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Lavizan, Tehran 16788-15811, Iran.

4. Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 11365-8639, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. Residual compressive section capacity of filament wound carbon, glass, and basalt fibre-reinforced polymer tubes: Influence of elevated temperatures

2. ACI (American Concrete Institute). 2015. Guide for the design and construction of structural concrete reinforced with FRP bars. ACI Committee 440.1R. Farmington Hills, MI: ACI.

3. Feasibility of using Static-Cast Concrete Transmission Poles fully reinforced with glass-fibre reinforced polymer bars and stirrups: A case study

4. Tensile Lap Splicing of Bundled CFRP Reinforcing Bars in Concrete

5. Tensile lap splicing of fiber-reinforced polymer reinforcing bars in concrete;Aly R.;ACI Struct. J.,2006

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