To read this content please select one of the options below:

Improvement fatigue limit of steel containing a small crack‐like surface defect by overload effect

Hiroshi Mizukami (Bellows Business Department, Suspension Spring Division, NHK Spring Co., Ltd, Yokohama, Japan)
Kazuya Hanaori (Yokohama National University, Yokohama, Japan)
Koji Takahashi (Faculty of Engineering, Yokohama National University, Yokohama, Japan)
Akira Tange (Product Development, Suspension Spring Division, NHK Spring Co., Ltd, Yokohama, Japan)
Kotoji Ando (Faculty of Engineering, Yokohama National University, Yokohama, Japan)

International Journal of Structural Integrity

ISSN: 1757-9864

Article publication date: 28 May 2010

640

Abstract

Purpose

Surface defects reduce fatigue strength and may greatly reduce component reliability, particularly in pressure vessel weld regions, springs, and other applications. The fatigue strength of components, and thus their reliability, can be substantially increased by tensile overloading prior to use. The purpose of this paper is to investigate the effect of tensile overload on small cracks by applying a tensile overload to steel plates containing semicircular slits that simulate small surface cracks and by determining the degree of increase in the fatigue strength. The effect of tensile overload on the apparent fatigue threshold stress intensity factor range (ΔKth) was also investigated.

Design/methodology/approach

A tensile overload stress of 1,000 or 1,200 MPa was applied once to all test pieces. Then, bending fatigue tests were conducted with a stress ratio R=0.1. The slit region was subjected to applied cyclic tensile stress by four‐point bending throughout the fatigue test. A test specimen to which no overload stress was applied was tested for comparison.

Findings

The improvement in ΔKth by tensile overload is observed in the specimen with a small crack like surface defect. However, in the specimen with a small crack like surface defect, the improvement in ΔKth by tensile overload is saturated as increasing tensile overload. The improvement rate of ΔKth by tensile overload and the upper limits of improvement in ΔKth were predicted. The predicted values of the improvement rate of K were well in agreement with the experimental results.

Practical implications

The proposed method can be applied to pressure vessels and springs.

Originality/value

The overload effects on fatigue strength are studied for large cracks. However, the effect is not understood at all for small cracks. This study focused the over load effects for small cracks. This is the original point of the present study.

Keywords

Citation

Mizukami, H., Hanaori, K., Takahashi, K., Tange, A. and Ando, K. (2010), "Improvement fatigue limit of steel containing a small crack‐like surface defect by overload effect", International Journal of Structural Integrity, Vol. 1 No. 2, pp. 153-160. https://doi.org/10.1108/17579861011053880

Publisher

:

Emerald Group Publishing Limited

Copyright © 2010, Emerald Group Publishing Limited

Related articles