Shear Capacity of Lightweight Concrete Beam Reinforced with Glass Fiber-Reinforced Polymer Bars

Author:

Akbarzadeh Bengar HabibORCID,Ahmadi Zarrinkolaei Fatemeh,Bozorgnasab Mohsen

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference56 articles.

1. ACI-ASCE Committee 326 (1962) Shear and diagonal tension. American Concrete Institute, Farmington Hills

2. ACI Committee (2014) ACI 318-14: building code requirements for reinforced concrete. American Concrete Institute, Farmington Hills

3. ACI Committee (2015) ACI 440.1R-15: guide for the design and construction of structural concrete reinforced with FRP bars. American Concrete Institute, Farmington Hills

4. Akbarzadeh Bengar H (2015) Investigation on behavior of strengthened beams by CFRP in adjacency of columns. Iran J Struct Eng 1(2):56–68

5. Akbarzadeh Bengar H, Maghsoudi AA (2010) Experimental investigations and verification of debonding strain of RHSC continuous beams strengthened in flexure with externally bonded FRPs. Mater Struct 43(6):815–837. https://doi.org/10.1617/s11527-009-9550-7

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