Timber Beam Bearing Reinforcement with GFRP Glued-In Plates: Strength and Hydrothermal Effects-Reference-Cited by-同舟云学术

Timber Beam Bearing Reinforcement with GFRP Glued-In Plates: Strength and Hydrothermal Effects

Published:2017-02 Issue:2 Volume:29 Page:04016199
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Arriaga Francisco¹,Fernandez-Cabo Jose L.²,Aira Jose R.³

Affiliation:

1. Full Professor, Dept. of Forest and Environmental Engineering and Management, Universidad Politécnica de Madrid, Escuela Técnica Superior de Ingeniería de Montes, Forestal y del Medio Natural, Ciudad Universitaria s/n, 28040 Madrid, Spain (corresponding author).

2. Professor, Dept. of Structures and Physics of Building, Universidad Politécnica de Madrid, Escuela Técnica Superior de Arquitectura, Avenida Juan de Herrera, No. 4, 28040 Madrid, Spain.

3. Forest Engineer, Timber Construction Research Group, Universidad Politécnica de Madrid, Research Collaborator, Universidad Politécnica de Madrid, Escuela Técnica Superior de Ingeniería de Montes, Forestal y del Medio Natural, Ciudad Universitaria s/n, 28040 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001723

Reference29 articles.

1. Alam P. Ansell M. P. and Smedley D. (2006). “Repair of fractured spruce beams with bonded-in reinforcements.” Proc. 9th WCTE World Conf. on Timber Engineering Oregon State Univ. Portland OR.

2. Bonding shear strength in timber and GFRP glued with epoxy adhesives;Arriaga F.;Wood Res.,2011

3. Simplified Model for Strength Assessment of Timber Beams Joined by Bonded Plates

4. ASTM. (2008). “Standard test method for strength properties of adhesive bonds in shear by compression loading.” ASTM D905-08 West Conshohocken PA.

5. Epoxy-repaired bolted timber connections;Avent R. R.;J. Struct. Div.,1976

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