Abstract
Two hemispherical magnesium shells and two cylindrical steel shells, all 10 in. in diameter and 0.100-in. thick, were joined by means of a simple interference lap joint. The stress distribution in the vicinity of each lap joint was determined analytically and verified experimentally. The assumption of uniform pressure on the lap-joint interface and the use of the theory of beams on elastic foundation show good agreement between the theoretical and experimental stress distributions.
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