A simple method is proposed which allows the theoretical stress concentration factor at a rounded notch tip to be assessed from the fictitious stress value arising at the tip of the corresponding pointed V-notch. Such a stress value suffices to be determined by a finite element analysis carried out using a mesh pattern with a constant average element size, d, strictly related to the actual root radius, , and the opening angle, 2, of the radiused notch. The relevant expression linking d to  and 2 is obtained in closed form and the accuracy of the proposed method is discussed versus the results of a number of FE analyses carried out on notched plates under tension. Eventually, the possibility of using the peak stress directly as a strength parameter is explored, and an example related to the fatigue strength of welded joints is provided to support this idea.

On the use of the peak stress method to assess the linear elastic and the fatigue notch factors of notched components under tension

MENEGHETTI, GIOVANNI;ZAPPALORTO, MICHELE
2017

Abstract

A simple method is proposed which allows the theoretical stress concentration factor at a rounded notch tip to be assessed from the fictitious stress value arising at the tip of the corresponding pointed V-notch. Such a stress value suffices to be determined by a finite element analysis carried out using a mesh pattern with a constant average element size, d, strictly related to the actual root radius, , and the opening angle, 2, of the radiused notch. The relevant expression linking d to  and 2 is obtained in closed form and the accuracy of the proposed method is discussed versus the results of a number of FE analyses carried out on notched plates under tension. Eventually, the possibility of using the peak stress directly as a strength parameter is explored, and an example related to the fatigue strength of welded joints is provided to support this idea.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/3225395
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