Required Fatigue Strength (RFS) – A Simple Concept for Determining an Equivalent Stress Range Indicating the Necessary Minimum Joint Quality in Contrast to the Actual Modified Equivalent Strength (MES) Method

Author:

Baumgartner Joerg1ORCID,Breitenberger Marco2,Sonsino Cetin Morris2

Affiliation:

1. Fraunhofer Institute for Structural Durability and System Reliability LBF

2. Fraunhofer-Institut fur Betriebsfestigkeit und Systemzuverlassigkeit LBF

Abstract

Abstract

This paper treats different FAT-scenarios for determining damage-equivalent stress ranges according to two methods for transforming a stress or load spectrum into a damage-equivalent constant amplitude loading, i.e., the Modified Equivalent Stress (MES) and the Required Fatigue Strength (RFS) concepts. The MES method is suggested by the IIW-recommendations for fatigue design and the RFS method is applied especially in the design of vehicle safety components. The resulting MES- and RFS-ranges are similar, but not equal. The MES-method delivers a damage-equivalent stress range that depends on the selected FAT-value, i.e., the position of the Woehler-curve is decisive. In contrast, the RFS-method results in a damage-equivalent fictitious Woehler-line that indicates the lowest necessary strength quality for a given stress spectrum. The allocation of the modified equivalent stress range to the appertaining bi-linear Woehler-curve does not result in the fatigue life caused by the spectrum. Only in the case of a linear Woehler-curve, the fatigue life is directly obtained. In the case of the RFS-application, the fatigue life is by definition equal to the spectrum length. For durability tests, the modified equivalent stress range (at LS cycles) and the associated FAT-Woehler-curve should not be used. However, the Woehler-curve derived by the RFS-method allows experimental durability proofs for any amplitude-cycle combination along it. Furthermore, the required lowest necessary strength also enables the selection of the most cost-effective manufacturing technique and quality. The RFS-Woehler-curve also results in a FAT-value with a defined probability of failure depending on the required safety factor.

Publisher

Research Square Platform LLC

Reference29 articles.

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3. Buxbaum O (1992) „Betriebsfestigkeit – Sichere und wirtschaftliche Bemessung schwingbruchgefährdeter Bauteile (Structural durability – Safe and economic design of fatigue critical components), 2nd edition, Stahleisen Publishing, Düsseldorf, in German

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