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Improvement of fatigue limit by shot peening for high‐tensile strength steel containing a crack in the stress concentration zone

Keiji Houjou (Department of Mechanical Engineering, Oyama National College of Technology, Oyama, Japan)
Koji Takahashi (Department of Energy & Safety Engineering, Yokohama National University, Hodogaya Yokohama, Japan)
Kotoji Ando (Department of Energy & Safety Engineering, Yokohama National University, Hodogaya Yokohama, Japan)

International Journal of Structural Integrity

ISSN: 1757-9864

Article publication date: 24 May 2013

154

Abstract

Purpose

The purpose of this paper is to investigate the effect of shot peening (SP) on the fatigue limit of high‐tensile‐strength steel containing a crack in the stress concentration zone.

Design/methodology/approach

An artificial semi‐circular slit was introduced into the bottom of notch, and SP was performed. Bending fatigue tests were then carried out.

Findings

First, the fatigue limits of specimens containing a slit of 0.2 or 0.3 mm in depth were improved up to approximately twice their original values. Second, in the case of shot‐peened specimens with a crack of 0.2 mm in depth, the fractures occurred from outside the slit. Moreover, the specimens recovered to fatigue limits up to those of non‐slit specimens. Finally, the effect of stress concentration (Kt=1.9) on the slit size could be rendered harmless by SP was not found in the fatigue test.

Originality/value

There are very few examples of evaluations of the fatigue limit of materials containing crack‐like surface defects after SP has been performed in the stress concentration zone. The study elucidated the effect of SP on the fatigue limit in such materials, compared with that of a smooth zone.

Keywords

Citation

Houjou, K., Takahashi, K. and Ando, K. (2013), "Improvement of fatigue limit by shot peening for high‐tensile strength steel containing a crack in the stress concentration zone", International Journal of Structural Integrity, Vol. 4 No. 2, pp. 258-266. https://doi.org/10.1108/17579861311321726

Publisher

:

Emerald Group Publishing Limited

Copyright © 2013, Emerald Group Publishing Limited

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