Critical Review of Deflection Formulas for FRP-RC Members
Author:
Affiliation:
1. Research Assistant, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg MB, Canada R3T 5V6.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg MB, Canada R3T 5V6 (corresponding author).
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%291090-0268%282006%2910%3A3%28183%29
Reference19 articles.
1. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete.” Standard 318–99 ACI Farmington Hills Mich.
2. Flexural response of concrete beams reinforced with FRP reinforcing bars;Benmokrane B.;ACI Struct. J.,1996
3. Branson D. E. (1965). “Instantaneous and time-dependent deflections of simple and continuous reinforced beams.” HPR Rep. No. 7 Part 1 Alabama Highway Department Bureau of Public Roads Montgomery Ala.
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