Mechanical Behavior of an Innovative Hybrid Beam Made of Glulam and Ultrahigh-Performance Concrete Reinforced with FRP or Steel-Reference-Cited by-同舟云学术

Mechanical Behavior of an Innovative Hybrid Beam Made of Glulam and Ultrahigh-Performance Concrete Reinforced with FRP or Steel

Published:2010-04 Issue:2 Volume:14 Page:217-223
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ferrier E.¹²²,Labossière P.¹²²,Neale K. W.¹²²

Affiliation:

1. Professor, LGCIE Site Bohr, Université Claude Bernard Lyon I, INSA de Lyon, Domaine scientifique de la DOUA, 82 Boulevard Niels Bohr, 69622 Villeurbanne Cedex, France (corresponding author).

2. Professor, Département de génie civil, Université de Sherbrooke, 2500 boulevard de l’Université, Sherbrooke, Québec, Canada J1K 2R1.

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.1943-5614.0000063

Reference16 articles.

1. ASTM. (2005). “Standard test methods for mechanical properties of lumber and wood-base structural material.” ASTM D4761-05 West Conshohocken Pa.

2. ASTM. (2008). “Standard practice for establishing allowable properties for structural glued laminated timber (glulam).” ASTM D3737-08 West Conshohocken Pa.

3. Strengthening Timber Bridge Beams Using Carbon Fiber

4. Reliability-based calibration of load duration factors for timber structures

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