Laterally Loaded Nail Joints in Wood
Publication: Journal of Structural Engineering
Volume 116, Issue 1
Abstract
Finite element analysis of laterally loaded nails is shown to give accurate load deformation relationships for a variety of nail joint details. Analytical results are in good agreement with experimental tests. Nonlinear nail and wood material properties from simple tests on nails and on the wood are used as input for the analyses. Analytical results for a wide range of joint details are presented. The results indicate how basic design‐code values should be modified to allow for differences in behavior between nail plate joints with thick steel, thin steel, or plywood joint plates. The effects of factors, such as nail head size and shape as well as direction of loading with respect to the wood grain, are also considered.
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References
1.
Aune, P., and Patton‐Mallory, M. (1986a). “Lateral load‐bearing capacity of nailed joints based on the yield theory: Experimental verification.” Research Paper FPL 470, U.S. Forest Products Lab., Madison, Wis.
2.
Aune, P., and Patton‐Mallory, M. (1986b). “Lateral load‐bearing capacity of nailed joints based on the yield theory: Theoretical verification.” Research Paper FPL 469, U.S. Forest Products Lab., Madison, Wis.
3.
Brock, C. R. (1957). “The strength of nailed joints.” Bulletin No. 41, Forest Products Res., Dept. of Scientific and Industrial Res., London, England.
4.
Code of practice for timber design. (1981). New Zealand Standard, NZS 3603:1981, Wellington, New Zealand.
5.
Foschi, R. O. (1974). “Load slip characteristics of nails.” Wood Science, 7(1), 69–76.
6.
Foschi, R. O., and Bonac, T. (1977). “Load slip characteristics for connections with common nails.” Wood Science, 9(3), 118–124.
7.
Hunt, R. D. (1987). “Mechanics of laterally loaded nail joints in timber.” Report No. 393, School of Engrg., Univ. of Auckland, Auckland, New Zealand.
8.
Mack, J. J. (1960). “The strength of nailed timber joints I.” Technological Paper No. 9, Div. of Forest Products, Commonwealth Scientific and Industrial Res. Organization, Melbourne, Australia.
9.
Mack, J. J. (1962). “The strength of nailed timber joints II.” Technological Paper No. 21, Commonwealth Scientific and Industrial Res. Organization, Melbourne, Australia.
10.
Malhotra, S. K., and Thomas, B. (1982). “Behavior of nailed joints with interface characteristics.” Wood Science, 15(2), 161–171.
11.
National design specification for wood construction. (1982). Nat. Forest Products Assoc., Washington, D.C.
12.
Noren, B. (1968). “Nailed joints, their strength and rigidity under short term and long term loading.” Report No. 22, Swedish Forest Products Lab., Stockholm, Sweden.
13.
Prime, G. N. (1980). “Investigation of nail plate joints for timber members.” Report No. 232, School of Engrg., Univ. of Auckland, Auckland, New Zealand.
14.
Wilkinson, T. L. (1972). “Analysis of nailed joints with dissimilar members.” J. Struct. Div., ASCE, 98(9), 2005–2013.
15.
“Wood handbook.” (1974). Agriculture handbook No. 72, U.S. Forest Products Lab., Washington, D.C.
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Copyright © 1990 ASCE.
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Published online: Jan 1, 1990
Published in print: Jan 1990
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