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Stress Concentrations for Uniformly Reinforced Equilateral Triangular Holes with Rounded Corners
Published online by Cambridge University Press: 07 June 2016
Summary
The stress concentration factors for equilateral triangular holes, with varying degrees of curvature at the corners, and with varying amounts of compact reinforcement on the boundary, have been computed for each of three loading cases. Poisson's ratio was assumed to be 1/3.
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- Copyright © Royal Aeronautical Society. 1963
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