Energy-based time derivative damage accumulation model under uniaxial and multiaxial random loadings
Shih-Chuan Tien, Haoyang Wei, Jie Chen, Yongming Liu

TL;DR
This paper introduces a novel energy-based, time-derivative damage accumulation model for fatigue life prediction under uniaxial and multiaxial random loadings, enabling direct damage calculation without cycle counting.
Contribution
It proposes a new damage model based on energy principles that applies directly in the time domain, extending fatigue analysis to arbitrary random loadings without cycle counting.
Findings
Model validated with extensive experimental data
Accurately predicts fatigue life under various random loadings
Provides a unified approach for uniaxial and multiaxial fatigue analysis
Abstract
A new fatigue life prediction method using the energy-based approach under uniaxial and multiaxial random loadings is proposed in this paper. One unique characteristic of the proposed method is that it uses time-derivative damage accumulation model compared to the classical cycle-based damage accumulation model. Thus, damage under arbitrary random loading can be directly obtained using time-domain integration without cycle counting (e.g., rain-flow cycle counting method in classical fatigue analysis). 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. It is observed that most existing models are only applicable to certain loading conditions and many of them are not applicable/validated under random loadings. Next, a time-derivative damage accumulation model…
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Taxonomy
TopicsFatigue and fracture mechanics · Probabilistic and Robust Engineering Design · Structural Health Monitoring Techniques
