Enhancing the Debonding Strain Limit for CFRP-Strengthened RC Beams Using U-Clamps: Identification of Design Parameters-Reference-Cited by-同舟云学术

Enhancing the Debonding Strain Limit for CFRP-Strengthened RC Beams Using U-Clamps: Identification of Design Parameters

Published:2016-02 Issue:1 Volume:20 Page:04015039
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hasnat A.¹,Islam M. M.¹,Amin A. F. M. S.²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 1000, Bangladesh.

2. Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 1000, Bangladesh (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%29CC.1943-5614.0000599

Reference62 articles.

1. ACI (American Concrete Institute). (2008a). “Building code requirements for structural concrete.” ACI 318 Farmington Hills MI.

2. ACI (American Concrete Institute). (2008b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R Farmington Hills MI.

3. Properties of concrete using crushed brick as aggregate;Akhtaruzzaman A. A.;Concr. Int.,1983

4. Shear and flexural behavior of brick-aggregate concrete beams without web reinforcement;Akhtaruzzaman A. A.;ACI J. Proc.,1986

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

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