Strength Prediction for Rounded Dovetail Connections Considering Size Effects-Reference-Cited by-同舟云学术

Strength Prediction for Rounded Dovetail Connections Considering Size Effects

Published:2010-03 Issue:3 Volume:136 Page:358-366
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Tannert Thomas¹²³,Lam Frank¹²³,Vallée Till¹²³

Affiliation:

1. Research Fellow, Timber and Composite Construction, Bern Univ. of Applied Sciences, Solothurnstrasse 102, Biel 2504, Switzerland (corresponding author).

2. Professor, Dept. of Wood Science, Univ. of British Columbia, #4041-2424 Main Mall, Vancouver, BC, Canada V6T 1Z4.

3. Professor, Timber and Composite Construction, Architecture, Wood and Civil Engineering, Bern Univ. of Applied Sciences, Pestalozzistrasse 20, Burgdorf 3401, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282010%29136%3A3%28358%29

Reference37 articles.

1. Effect of size on tension perpendicular-to-grain strength of Douglas-fir;Barrett J. D.;Wood and Fiber,1974

2. Perpendicular-to-Grain Strength of Douglas-Fir

3. Barrett J. D. Lam F. and Nakajima S. (2001). “Material strength properties for Canadian species used in Japanese post and beam construction.” Proc. CIB-W18 Vol. 1 CIB Venice Italy 6–34.

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