Punching Shear Resistance of Interior GFRP Reinforced Slab-Column Connections-Reference-Cited by-同舟云学术

Punching Shear Resistance of Interior GFRP Reinforced Slab-Column Connections

Published:2013-02 Issue:1 Volume:17 Page:2-13
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Nguyen-Minh Long¹,Rovňák Marián²

Affiliation:

1. Lecturer, Division of Structural Design, Faculty of Civil Engineering, HCMC Univ. of Technology, 268 Ly Thuong Kiet, District 10, Ho Chi Minh City, Vietnam; formerly, Dept. of Masonry and Concrete Structures, Faculty of Civil Engineering, Technical Univ. of Košice, Letná 9, 042 00 Košice, Slovakia.

2. Associate Professor, Dept. of Architecture, Faculty of Art, Dept. of Masonry and Concrete Structures, Faculty of Civil Engineering, Technical Univ. of Košice, Letná 9, 042 00 Košice, Slovakia (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.1943-5614.0000324

Reference29 articles.

1. Punching shear tests of slabs reinforced with 3-D carbon fiber fabric;Ahmad S. H.;Concr. Int.,1993

2. American Concrete Institute (ACI) Committee 318. (2008). Building code requirements for reinforced concrete and commentary American Concrete Institute Detroit MI.

3. American Concrete Institute (ACI) Committee 440. (2006). Guide for the design and construction of concrete reinforced with FRP bars 440R.1R Farmington Hills MI.

4. Size effect in punching shear failure of slabs;Bažant Z. P.;ACI Struct. J.,1987

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