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

Author:

Arriaga Francisco1,Iñiguez-Gonzalez Guillermo2,Esteban Miguel2,Fernandez-Cabo Jose L.3

Affiliation:

1. Professor, Dept. of Construction and Rural Roads, ETS Ingenieros de Montes, Universidad Politécnica de Madrid, Ciudad Universitaria s/n, 28040 Madrid, Spain (corresponding author).

2. Professor, Dept. of Construction and Rural Roads, ETS Ingenieros de Montes, Universidad Politécnica de Madrid, Ciudad Universitaria s/n, 28040 Madrid, Spain.

3. Professor, Dept. of Building Structures, ETS Arquitectura, Universidad Politécnica de Madrid, Avda. Juan de Herrera 4, 28040 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

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

2. Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements

3. Arriaga F. (1986). “Consolidación de estructuras de madera mediante refuerzos embebidos en formulaciones epoxi” [Repairing timber structures with reinforcements glued with epoxy formulations]. Ph.D. thesis Universidad Politécnica de Madrid ETS de Arquitectura 〈http://oa.upm.es/4437/2/FRANCISCO_ARRIAGA_MARTITEGUI.pdf〉.

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

5. ASTM. (2009a). “Standard methods of testing small clear specimens of timber.” D143-09 West Conshohocken PA.

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4. Timber Beam Bearing Reinforcement with GFRP Glued-In Plates: Strength and Hydrothermal Effects;Journal of Materials in Civil Engineering;2017-02

5. STRENGTH ENHANCEMENT OF TIMBER BEAMS USING STEEL PLATES – REVIEW AND EXPERIMENTAL TESTS;Drewno. Prace Naukowe, Doniesienia, Komunikaty = Wood. Research Papers, Reports, Announcements;2015-03-31

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