TECHNICAL PAPERS
Dec 1, 2005

Capacities of Dowel-Type Fastener Joints in Australian Pine

Publication: Journal of Materials in Civil Engineering
Volume 17, Issue 6

Abstract

An experimental study is reported aimed at determining stiffness and strength of laterally loaded dowel-type fastener joints in Australian grown pine. Emphasis is on joints in Radiata pine lumber or glued-laminated (glulam) timber, and Slash pine lumber. Information was collected in a manner that makes it useful for load and resistance factor design. It was found that characteristic “one-fastener” design capacities of joints are most reliably based on the yield load rather than the ultimate load, and that for practical purposes behaviors of joints in Radiata pine and Slash pine can be regarded as identical.

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References

American Forest and Paper Association (AFPA). (1999). General dowel equations for calculating lateral connection values, Washington, D.C.
American Society of Civil Engineers (ASCE). (1996). “Standard for load and resistance factor design for engineered wood construction.” ASCE 16-95, New York.
American Society for Testing Materials (ASTM). (1997). “Standard test methods for mechanical fasteners in wood.” ASTM D1761-1997, Vol. 4.10 Wood, ASTM, Philadelphia.
Bryant, A. H., and Hunt, R. D. (1999). “Estimates of joint strength from experimental tests.” Proc., Pacific Timber Engineering Conf. (PTEC’99), Forest Research Bulletin 212, Vol. 2, New Zealand Forest Research Institute Ltd., Rotorua, New Zealand, 225–230.
Canadian Standards Association (CSA). (2001). “Engineering design in wood.” CSA Standard 086-01, Toronto.
Daneff, G. (1997). “Response of bolted connections to pseudo-dynamic (cyclic) loading.” MScFE thesis, Univ. of New Brunswick, Fredericton N.B., Canada.
DeGrace, R. F. (1986). “Commentary on CSA Standard 086.1-M84 Engineering design in wood (limit states design).” Special Publication No. 086.1.1-M1986, Canadian Standards Association, Toronto.
Ehlbeck, J., and Larsen, H. J. (1993). “Eurocode 5—Design of timber structures: joints.” Proc., 1992 Int. Workshop on Wood Connectors, Forest Products Society, Madison, Wis., 9–23.
European Committee for Standardization (CEN). (1995). “Design of timber structures: General rules and rules for buildings.” Eurocode 5: Part 1.1, Brussels, Belgium.
Foliente, G. C. (1998). “Design of timber structures subjected to extreme loads.” Prog. Struct. Eng. Mater., 1(3), 236–244.
Johansen, K. W. (1949). “Theory of timber connectors.” Publication No. 9, Int. Association of Bridges and Structural Engineering, Bern, Switzerland, 249–262.
Larsen, H. J. (1979). “Design of bolted joints.” Proc., Int. Council for Building Research Studies and Documentation: Working Commission W18, Timber Structures, Bordeaux, France, International Council for Research and Innovation in Building and Construction, Rotterdam, The Netherlands.
Leicester, R. H. (1986). “Confidence in estimates of characteristic values.” Proc., Int. Council for Building Research Studies and Documentation: Working Commission W18, Timber Structures, Firenze, Italy, Int. Council for Research and Innovation in Building and Construction, Rotterdam, The Netherlands.
Lepper, M., and Smith, I. (1995). “Fastenings (commentary on Chapter 10 of CSA Standard 086.1-1994).” Wood design manual 1995, Canadian Wood Council, Ottawa, 647–666.
McLain, T. E. (1993). “Connector code development and application in the United States: Generic fasteners.” Proc., 1992 Int. Workshop on Wood Connectors, Forest Products Society, Madison, Wis., 52–56.
McLain, T. E. (1984). “Mechanical fastening of structural wood members—Design and research status.” Structural wood research: State-of-the-art and research needs, R. Itani and K. Faherty, eds., ASCE, New York, 33–68.
Mohammad, M. A. H., and Smith, I. (1994). “Stiffness of nailed OSB-to-lumber connections.” For. Prod. J., 44(11/12), 37–44.
Smith, I. (1998). “Joints in timber structures: State-of-the-art knowledge in North America.” Keynote address, Session 4, Proc., Int. Conf. on Control of the Semi-Rigid Behaviour of Civil Engineering Structural Connections, Liege, European Commission, Luxembourg, 255–264.
Smith, I., Daneff, G., Ni, C., and Chui, Y. H. (1998). “Performance of bolted and nailed timber connections subjected to seismic loading.” Special Publication 7275, Forest Products Society, Madison, Wis., 6–17.
Smith, I., and Foliente, G. C. (2002). “Load and resistance factor design of timber joints: International practice and future direction.” J. Struct. Eng., 128(1), 48–59.
Smith, I., Whale, L. R. J., Anderson, C., Hilson, B. O., and Rodd, P. D. (1988). “Design properties of laterally loaded nailed or bolted joints.” Can. J. Civ. Eng., 15(4), 633–643.
Standards Association of Australia (SAA). (1980). “Steel nails—metric series.” AS2334, The Crescent, Homebush, New South Wales, Australia.
Standards Association of Australia (SAA). (1988). “Screw—self drilling—for the building and construction industries.” AS3566, The Crescent, Homebush, New South Wales, Australia.
Standards Association of Australia (SAA). (1996). “Coach screws—metric series with ISO hexagon heads.” AS/NZS 1393, The Crescent, Homebush, New South Wales, Australia.
Standards Association of Australia (SAA). (1997a). “Cup head bolts with ISO metric course pitch threads.” AS/NZS 1390, The Crescent, Homebush, New South Wales, Australia.
Standards Association of Australia (SAA). (1997b). “Timber structures, Part 1: Design methods.” AS 1720.1—1997, The Crescent, Homebush, New South Wales, Australia.
Standards Association of Australia (SAA). (1998). “Timber—methods of test for mechanical fasteners and connectors—Basic working loads and characteristic strengths.” AS 1649—1998, The Crescent, Homebush, New South Wales, Australia.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 17Issue 6December 2005
Pages: 664 - 675

History

Received: Apr 25, 2003
Accepted: Aug 5, 2004
Published online: Dec 1, 2005
Published in print: Dec 2005

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Notes

Note. Associate Editor: Roberto Lopez-Anido

Authors

Affiliations

Ian Smith, M.ASCE [email protected]
Professor, Univ. of New Brunswick, P.O. Box 44555, Fredericton NB, Canada E3B 6C2; formerly, Visiting Scientist, CSIRO, P.O. Box 56, Highett, Victoria 3190, Australia. E-mail: [email protected]
Greg Foliente, A.M.ASCE
Team Leader and Principal Research Scientist, CSIRO Manufacturing and Infrastructure Technology, P.O. Box 56, Highett, Victoria 3190, Australia. E-mail: [email protected]
Minh Nguyen [email protected]
Research Scientist, CSIRO Manufacturing and Infrastructure Technology, P.O. Box 56, Highett, Victoria 3190, Australia. E-mail: [email protected]
Michael Syme [email protected]
Senior Research Engineer, CSIRO Manufacturing and Infrastructure Technology, P.O. Box 56, Highett, Victoria 3190, Australia. E-mail: [email protected]

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