Shear strength of glass fiber reinforced polymer – reinforced concrete continuous beams without transverse reinforcement
Author:
Affiliation:
1. Department of Civil Engineering, University of Manitoba, Winnipeg, MB R3T 5V6, Canada.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cjce-2014-0238
Reference27 articles.
1. ACI Committee 318. 2011. Building Code Requirements for Structural Concrete and Commentary. ACI 318-11. American Concrete Institute, Farmington Hills, MI.
2. ACI Committee 440. 2006. Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars. ACI 440.1R-06. American Concrete Institute, Detroit, MI.
3. Performance Evaluation of Glass Fiber-Reinforced Polymer Shear Reinforcement for Concrete Beams
4. Size Effect on Shear Strength of FRP Reinforced Concrete Beams without Stirrups
5. Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements
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