Abstract

This paper presents, in terms of the spherical section assumption, an effective method for determining the local stress and limit load of a thick-walled tube with an external hoop direction U-shaped notch under tension, and discusses the relationships of the stress concentration factor with notch depth t, radius ϱ of the notch root and the internal radius a 1 of the tube. Expressions for the elastoplastic local stress and limit load, which have not been considered by previous workers, are proposed. Comparison of the results of this paper with those of previous work for the case where a 1 = 0 shows that the method of this paper is simple and effective in engineering.

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