4.7 Article

Uncertainty Quantification of Random Fields Based on Spatially Sparse Data by Synthesizing Bayesian Compressive Sensing and Stochastic Harmonic Function

Journal

MECHANICAL SYSTEMS AND SIGNAL PROCESSING
Volume 153, Issue -, Pages -

Publisher

ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ymssp.2020.107377

Keywords

Random field; Bayesian compressive sensing; Stochastic harmonic function; Nonlinear analysis; Concrete structures

Funding

  1. National Natural Science Foundation of China [51725804, 51538010, 11761131014]
  2. NSFC-Guangdong Province Joint Project [U1711264]
  3. State Key Laboratory Funds of the Ministry of Science and Technology of China [SLDRCE19-B-23]
  4. China Postdoctoral Science Foundation [2020M682670]

Ask authors/readers for more resources

Spatial variation is common in engineering practice and can be quantified using random fields. This paper discusses how to quantify spatial variation based on limited observation data and introduces the BCS-SHF scheme to address uncertainty due to hard-to-control factors. Numerical examples demonstrate the high accuracy and efficiency of the proposed method in reproducing target mean values and covariance functions.
Spatial variation occurs widely in engineering practice and could be quantified by random fields. For instance, the strength of concrete in a large-sized shear wall might be described by a two-dimensional random field in the framework of probability theory. Therefore, how to quantify the spatial variation based on limited available observation data is of paramount importance. In the present paper, two types of engineering problems with uncertainties, i.e. those due to the incompleteness of observation and those due to hard-tocontrol, are firstly discussed. The Bayesian Compressive Sensing (BCS) is then introduced to estimate an enriched field based on the sparsely measured data and quantify the statistical uncertainty. Further, the Stochastic Harmonic Function (SHF) is synthesized with BCS (named as the BCS-SHF scheme) to quantify the spatially varying randomness based on very limited data to resolve the problems involving uncertainty due to hard-to-control. By the proposed method new random field samples can be generated. Through numerical examples, it is demonstrated that the proposed method can reproduce the target mean value and the covariance function with high accuracy and efficiency. Finally, the proposed BCS-SHF approach is employed to quantify the uncertainty of the random field of concrete strength, and then further applied to the stochastic response analysis of a reinforced concrete shear wall model under cyclic loading, revealing that the spatial variation will greatly affect the failure modes of the shear wall. (c) 2020 Elsevier Ltd. All rights reserved.

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