Radial Stresses in Curved Timber Beamsby Ricardo O. Foschi, Dept. of Fisheries and Forestry, Canadian Forestry Service, Forest Products Lab., Vancouver, B.C., Canada,
Selwyn P. Fox, Dept. of Fisheries and Forestry, Canadian Forestry Service, Forest PRoducts Lab., Vancouver, B.C., Canada,
Serial Information: Journal of the Structural Division, 1970, Vol. 96, Issue 10, Pg. 1997-2008
Document Type: Journal Paper
Abstract: The general solution to the plane stress problem for a cylindrically orthotropic beam is used, with a point-matching technique, to analyze the radial stresses in pitched and tapered, glued-laminated timber beams. Maximum values for these radial stresses are given for several geometrical configurations. The currently used design method is found to underestimate the stresses when the beam has variable depth.
Subject Headings: Wood beams | Stress analysis | Radiation | Wood | Curved beams | Orthotropic materials | Laminated materials | Geometrics
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