Article ID Journal Published Year Pages File Type
8941567 Engineering Structures 2018 12 Pages PDF
Abstract
In the engineering practices, the information or the sample data to construct the precise probabilistic characteristics are usually insufficient. Aim at this issue, a non-probabilistic interval process model, whose upper and lower bounds can be determined on the basis of limited data, is introduced to describe the time-varying uncertainties. To obtain the dynamic response bounds of the structure under the non-probabilistic interval process model, a numerical method is proposed, namely the interval Chebyshev surrogate model based on the Karhunen-Loève expansion (ICSM-KLE), are proposed. In this method, the time-dependency between the adjacent values of an interval process is quantified by the Karhunen-Loève expansion. And then, the structural dynamic response bounds of the time-varying uncertain structure is respectively approximated by the Chebyshev surrogate model. Two numerical examples, including a multi-degree-of-freedom linear vibration system and a continuum shell structure, verify that the accuracy of the ICSM-KLE is very high, when compared with the referenced results provided by the direct Monte Carlo method. Thus, the ICSM-KLE provides a good platform for the non-probabilistic interval process analysis of the time-varying uncertain structures with limited information.
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
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