Effects of Ratio of CFRP Plate Length to Shear Span and End Anchorage on Flexural Behavior of SCC RC Beams-Reference-Cited by-同舟云学术

Effects of Ratio of CFRP Plate Length to Shear Span and End Anchorage on Flexural Behavior of SCC RC Beams

Published:2011-12 Issue:6 Volume:15 Page:908-919
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Tamimi Adil K.¹²³⁴,Hawileh Rami¹²³⁴,Abdalla Jamal¹²³⁴,Rasheed Hayder A.¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah, UAE.

2. Assistant Professor, Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah, UAE.

3. Professor and head, Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah, UAE.

4. Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS (corresponding author). E-mail:

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.1943-5614.0000221

Reference27 articles.

1. Ahmed O. and Van Gemert D. (1999). “Behaviour of RC beams strengthened in bending by CFRP laminates.” Proc. 8th Int. Conf. on Struct. Faults and Repairs Engineering Technics Press Edinburgh UK.

2. Flexural Behavior of R/C Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets or Fabric

3. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI No. 440.2R-08 Farmington Hills MI.

4. Brittle failure in FRP plate and sheet bonded beams;Arduini M.;ACI Struct. J.,1997

5. Flexural strengthening of RC continuous beams using CFRP laminates

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