A time-based model for random vibration fatigue analysis
Vibration fatigue is describing the engineering material fatigue which is caused by forced vibration of random nature.Typically, the excited structure is usually subjected to arbitrary variable amplitude loading spectrums in the fatigue weakness area.Due to high nonlinearity of the fatigue damage evolution, it is extremely difficult to analyze the fatigue process under the vibration loading by cycle-based method in the time-domain.So, in this paper a time-based method is proposed to analyze the fatigue crack growth behavior under arbitrary variable amplitude loading.This approach is based on the crack tip opening displacement (CTOD)estimation, crack closure model and the fatigue damage evolution function.A set of fatigue experimental data for A17075-T6 trader Christmas Tree loading, a typical vibration loading spectrum, is used to validate the method.The predictions of fatigue life under arbitrary load spectra match the testing data very well.Moreover, the simulation under a random loading is employed to demonstrate the verification of this formulation.
crack propagation vibration fatigue CTOD variable amplitude loading
Shan Jiang Wei Zhang
Science and Technology on Reliability and Environmental Engineering Laboratory,School of Reliability and Systems Engineering, Beihang University, Beijing, China
国际会议
the International Conference Vibroengineering-2014
贵阳
英文
229-234
2014-11-07（万方平台首次上网日期，不代表论文的发表时间）