Effect of Shear Studs and High Moments on Punching Behavior of GFRP-RC Slab–Column Edge Connections-Reference-Cited by-同舟云学术

Effect of Shear Studs and High Moments on Punching Behavior of GFRP-RC Slab–Column Edge Connections

Published:2016-08 Issue:4 Volume:20 Page:04016007
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El-Gendy M. G.¹,El-Salakawy Ehab²

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6.

2. Professor and Canada Research Chair in Durability and Modernization of Civil Structures, 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%29CC.1943-5614.0000668

Reference28 articles.

1. ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete and commentary.” ACI 318-14 Farmington Hills MI.

2. ACI (American Concrete Institute). (2015). “Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars.” ACI 440.1R-15 Farmington Hills MI.

3. ASTM. (2011). “Standard test method for tensile properties of fiber reinforced polymer matrix composite bars.” ASTM D7205/D7205M West Conshohocken PA.

4. Shearhead reinforcement for slabs;Corley W.;ACI Struct. J.,1968

5. CSA (Canadian Standards Association). (2009). “Test methods and standard practices for concrete.” CAN/CSA A23.2-09 (R2014) Toronto.

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