Point-Matching Analysis of Curved Timber Beamsby Ricardo O. Foschi, Res. Sci.; Forest Products Lab., Dept. of Fisheries and Forestry, Vancouver, B.C., Canada,
Serial Information: Journal of the Structural Division, 1970, Vol. 96, Issue 1, Pg. 35-48
Document Type: Journal Paper
The general solution of the plane-stress problem for an elastic body exhibiting cylindrical anisotropy is used with a point-matching technique to obtain the distribution of stresses in curved timber beams of variable depth. In a numerical example, the stresses and strains in a glued-laminated beam of variable cross section are obtained for the case of a uniform load. The numerical procedure is shown to converge rapidly, and the strains predicted by the theory are confirmed by experimental strain-gage measurements.
Subject Headings: Curved beams | Wood beams | Wood | Numerical methods | Stress distribution | Elastic analysis | Plane strain | Anisotropy
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