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Fatigue predictions in entire body of metallic structures from a limited number of vibration sensors using Kalman filtering
Author(s) -
Papadimitriou Costas,
Fritzen ClausPeter,
Kraemer Peter,
Ntotsios Evangelos
Publication year - 2011
Publication title -
structural control and health monitoring
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.587
H-Index - 62
eISSN - 1545-2263
pISSN - 1545-2255
DOI - 10.1002/stc.395
Subject(s) - truss , structural engineering , kalman filter , vibration fatigue , vibration , spectral density , range (aeronautics) , time domain , engineering , frequency domain , random vibration , control theory (sociology) , acoustics , computer science , mathematics , mathematical analysis , finite element method , statistics , physics , artificial intelligence , telecommunications , control (management) , computer vision , aerospace engineering
A methodology is proposed for estimating damage accumulation due to fatigue in the entire body of a metallic structure using output‐only vibration measurements from a sensor network installed at a limited number of structural locations. Available frequency domain stochastic fatigue methods based on Palmgren‐Miner damage rule, S‐N fatigue curves on simple specimens subjected to constant amplitude loads, and Dirlik's probability distribution of the stress range are used to predict the expected fatigue damage accumulation of the structure in terms of the power spectral density (PSD) of the stress processes. The PSD of stresses at unmeasured locations are estimated from the response time history measurements available at the limited measured locations using Kalman filter and a dynamic model of the structure. The effectiveness and accuracy of the proposed formulation is demonstrated using a multidegree‐of‐freedom spring‐mass chain model and a two‐dimensional truss model arising from structures that consist of members with uniaxial stress states. Copyright © 2010 John Wiley & Sons, Ltd.