TECHNICAL PAPERS
Dec 1, 1986

Combined Bending and Axial Loading in Lumber

Publication: Journal of Structural Engineering
Volume 112, Issue 12

Abstract

This paper describes the development of a model for predicting the strength of lumber in bending, and in combined bending and axial loading, on the basis of axial tension and compression behavior of similar members. Both instability and material strength failures are included. The model includes the effects of variability in lumber strength, both within a member and between members. Size effects which predict decreasing strength with increasing member size are incorporated. An extensive experimental program on a large quantity of structural lumber has been used for calibration and verification. Output from the model will contribute to the development of more efficient design methods for wood trusses and other structures where lumber is subjected to combined bending and axial loading.

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References

1.
Bazan, I. M. M. (1980). “Ultimate bending strength of timber beams.” thesis presented to Nova Scotia Technological College, at Halifax, N.S., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Bleau, R. (1984). “Comportment des poutre‐colonnes en bois.” thesis presented to the University of Sherbrooke, at Quebec, in partial fulfillment of the requirements for the degree of Master of Science Applied.
3.
Bohannan, B. (1966). “Effect of size on bending strength of wood members. USDA Forest Service Research Paper FPL 56.
4.
Buchanan, A. H. (1983). “Effect of member size on bending and tension strength of wood.” Proc. Wood Engineering Meeting. IUFRO S5.02. Madison, Wis.
5.
Buchanan, A. H. (1984). “Strength model and design methods for bending and axial load interaction in timber members.” thesis presented to the University of British Columbia, at Vancouver, B.C., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
6.
Buchanan, A. H., Johns, K. C., and Madsen, B. (1985). “Column design methods for timber engineering.” Can. J. Civ. Engrg. 12(4), 731–744.
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Galambos, T. V. (1968). Structural members and frames. Prentice Hall Inc., Englewood Cliffs, N.J.
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Glos, P. (1978). Zur bestimmung des festigkeitsverhaltens von brettschichtholz bei druckbeanspruchung aus werkstoff‐und einwirkungskenngrossen. Heft 34/1978. Laboratorium fur den Konstrucktiven Ingenieurbau, Technische Universitat Munchen.
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Larsen, H. J., and Thielgaard, E. (1979). “Laterally loaded timber columns.” J. Struct. Div., ASCE, 105(7) 1347–1363.
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Madsen, B., and Buchanan, A. H. (1986). “Size effects in timber explained by a modified weakest link theory.” Can. J. Civ. Engrg. 13(2), 218–232.
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O'Halloran, M. R. (1973). “Curvilinear stress‐strain relationship for wood in compression.” thesis presented to Colorado State University at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Weibull, W. (1939). “A statistical theory to the strength of structures.” Proc. Royal Swedish Inst. Eng. Res. No. 153. Stockholm, Sweden.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 12December 1986
Pages: 2592 - 2609

History

Published online: Dec 1, 1986
Published in print: Dec 1986

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Andrew H. Buchanan
Consulting Engr., P.O. Box 1232, Christchurch, New Zealand

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