Anchor System for Tension Testing of Large Diameter GFRP Bars-Reference-Cited by-同舟云学术

Anchor System for Tension Testing of Large Diameter GFRP Bars

Published:2009-10 Issue:5 Volume:13 Page:344-349
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Carvelli Valter¹²³,Fava Giulia¹²³,Pisani Marco A.¹²³

Affiliation:

1. Associate Professor, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, Italy.

2. Research Assistant, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, Italy.

3. Professor, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, Italy (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.1943-5614.0000027

Reference15 articles.

1. Novel Anchor System for CFRP Rod: Finite-Element and Mathematical Models

2. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPS) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Detroit.

3. American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 Detroit.

4. ASTM. (2006). “Standard test method for tensile properties of fiber-reinforced polymer matrix composite bars.” ASTM D7205M-06 West Conshohocken Pa.

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