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Research Article
Apr 23, 2021

Shell Buckling With Polymorphic Uncertain Surface Imperfections and Sensitivity Analysis

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering
Volume 7, Issue 2

Abstract

In a probabilistic design approach for cylindrical shells, Gaussian random fields are used to simulate geometric imperfections. The shape of imperfections depends, among others, on the autocorrelation properties of the random field. Underlying uncertainties such as a small sample size or imprecise measurements make it practically impossible to define a crisp correlation function. For a more realistic description of the imprecise correlation structure, the classical probabilistic approach is extended to a fuzzy stochastic approach. More exactly, the polymorphic uncertainty approach is used taking into account natural variability and incompleteness. Consequently, geometric imperfections are represented as fuzzy probability based random fields. Therefore, the required correlation parameters are described as polymorphic uncertain parameters. The quantification of uncertainties is demonstrated on real data. Furthermore, the polynomial chaos surrogate model is used for the alpha-level optimization in the fuzzy analysis. The sensitivity indices as a by-product of the surrogate model show the influence of the input parameters on the statistical parameters of the critical buckling load factor. The main purpose of this paper is to show how the presented methods can support the design process of cylindrical shells. This article is available in the ASME Digital Collection at https://doi.org/10.1115/1.4050165.

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Information

Published In

Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering
Volume 7Issue 2June 2021

History

Received: Jun 30, 2020
Revision received: Dec 1, 2020
Published online: Apr 23, 2021
Published in print: Jun 1, 2021

Authors

Affiliations

Department of Civil Engineering, Geo and Environmental Sciences, Institute for Structural Analysis, Karlsruhe Institute of Technology, Karlsruhe, Baden-Würrtemberg 76131, Germany e-mail: [email protected]
Lukas Panther [email protected]
Department of Civil Engineering, Geo and Environmental Sciences, Institute for Structural Analysis, Karlsruhe Institute of Technology, Kaiserstr. 12, Karlsruhe 76131, Germany e-mail: [email protected]
Patrick Weber [email protected]
Department of Civil Engineering, Geo and Environmental Sciences, Institute for Structural Analysis, Karlsruhe Institute of Technology, Kaiserstr. 12, Karlsruhe 76131, Germany e-mail: [email protected]
Werner Wagner [email protected]
Professor
Department Institute for Structural Analysis, Karlsruhe Institute of Technology, Kaiserstr. 12, Karlsruhe 76131, Germany e-mail: [email protected]

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Cited by

  • Real-Time Risk Assessment of Tunneling-Induced Building Damage Considering Polymorphic Uncertainty, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 10.1061/AJRUA6.0001192, 8, 1, (2021).

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