Energy‐based time derivative damage accumulation model under uniaxial and multiaxial random loadings

A new fatigue life prediction method using the energy‐based approach under uniaxial and multiaxial random loadings is proposed. The uniqueness of the proposed model is based on a time‐derivative damage accumulation unlike classical cycle‐based damage accumulation models. Thus, damage under arbitrary...

Full description

Saved in:
Bibliographic Details
Published inFatigue & fracture of engineering materials & structures Vol. 45; no. 1; pp. 159 - 173
Main Authors Tien, Shih‐Chuan, Wei, Haoyang, Chen, Jie, Liu, Yongming
Format Journal Article
LanguageEnglish
Published Oxford Wiley Subscription Services, Inc 01.01.2022
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:A new fatigue life prediction method using the energy‐based approach under uniaxial and multiaxial random loadings is proposed. The uniqueness of the proposed model is based on a time‐derivative damage accumulation unlike classical cycle‐based damage accumulation models. Thus, damage under arbitrary random loading can be directly obtained using time‐domain integration without cycle counting. First, a brief review of existing models is given focusing on their applicability to uniaxial/multiaxial, constant/random, and high cycle fatigue/low cycle fatigue loading regimes. Next, formulation of time‐derivative damage model is discussed in detail under uniaxial random loadings. Then, an equivalent energy concept for general multiaxial loading conditions is used to convert the random multiaxial loading to an equivalent random uniaxial loading, where the time‐derivative damage model can be used. Finally, the proposed model is validated with extensive experimental data from open literature and in‐house testing under various constant and random spectrum loadings.
Bibliography:Funding information
NAVAIR, Grant/Award Number: N68‐335‐18‐C‐0748
ISSN:8756-758X
1460-2695
DOI:10.1111/ffe.13591