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Analytical investigation of effect of stress ratio on threshold stress intensity factor range improved by overload

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

International Journal of Structural Integrity

ISSN: 1757-9864

Article publication date: 2 March 2012

283

Abstract

Purpose

The purpose of this paper is to describe the effects of stress ratio (R) on the threshold stress intensity factor range (ΔKth) by applied overload and to conduct an analytical investigation of the effect of the stress ratio.

Design/methodology/approach

Tensile overload was applied to a compact tension specimen, and fatigue tests were performed at R=0.1 or 0.5.

Findings

The value of ΔKth increased as the tensile overload was increased, and the nominal threshold values were given by the equation ΔNKth,R = C+ DKov, where C represents ΔKth, and D is a proportional constant. Experimental results showed that the value of D showed good agreement with theoretical value.

Originality/value

The paper proposes a new model that arrests crack growth or makes cracks harmless by utilizing the overload effect.

Keywords

Citation

Houjou, K., Takahashi, K. and Ando, K. (2012), "Analytical investigation of effect of stress ratio on threshold stress intensity factor range improved by overload", International Journal of Structural Integrity, Vol. 3 No. 1, pp. 53-60. https://doi.org/10.1108/17579861211209993

Publisher

:

Emerald Group Publishing Limited

Copyright © 2012, Emerald Group Publishing Limited

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