Postelastic Behavior of Single- and Double-Bolt Timber Connections-Reference-Cited by-同舟云学术

Postelastic Behavior of Single- and Double-Bolt Timber Connections

Published:2005-01 Issue:1 Volume:131 Page:188-196
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kharouf Nourhene¹²³,McClure Ghyslaine¹²³,Smith Ian¹²³

Affiliation:

1. Structural Engineer, Nicolet, Chartrand, et Knoll Ltd., 1200 McGill College Bureau 1200, Montreal QC, Canada H3B 4G7.formerly, Research Assistant at McGill Univ., Dept. of Civil Engineering and Applied Mechanics, Montreal QC, Canada H3A 2K6.

2. Associate Professor, McGill Univ., Dept. of Civil Engineering and Applied Mechanics, Montreal QC, Canada H3A 2K6.

3. Professor, Univ. of New Brunswick, Faculty of Forestry and Environmental Management, Fredericton NB, Canada E3B 6C2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A1%28188%29

Reference22 articles.

1. ADINA R&D Inc. (1995). “Theory and modeling guide.” Rep. ARS 95-8 Watertown Mass.

2. American Society for Testing and Materials (ASTM). (1984). “Standard methods of testing on small clear specimens of timber.” ASTM D143-83 West Conshohocken Pa.

3. A solution method for planar and axisymmetric contact problems

4. An application of the Tsaï criterion as a plastic flow law for timber bolted joint modelling

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