Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Fatigue Vol. 14, No. 54 (2020)

Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach

Author and affiliation details
  • Raphael Basilio Pires Nonato Corresponding author Mechanical Engineering Department, Federal Center for Technological Education, CEFET/RJ, Nova Iguaçu, Brazil raphaelbasilio@gmail.com
DOI
10.3221/IGF-ESIS.54.06
Pages
88-103
Published
Licence
CC BY 4.0

Abstract

Due to its physical complexity, fatigue phenomenon inherently presents a significant number of uncertain parameters to be predicted. In uncertainty quantification (UQ), research has demonstrated that even a small variation in uncertain input quantities (UIQs) may lead to a wide dispersion in the system response quantities (SRQs). In this paper, a bi-level hybrid UQ analysis of a fatigue problem is presented based on the S-N curve approach. The uncertain fatigue analysis presented is able to deal simultaneously with aleatory- and epistemic-type uncertainties in two levels (a SRQ in the first level is a UIQ in the second level). To this end, the proposed scheme is tested for an AISI 4130 clamped beam subjected to a concentrated load, which material information comes from experiments reported in the literature. The UIQs are geometrical parameters, material properties, loading magnitude, and stress, while the SRQs are the stress (which is also a UIQ for fatigue life) and fatigue life. The results evidenced that the uncertain fatigue analysis, instead of providing a unique value for a SRQ, now produces a possible range of values. Therefore, depending on the risk an engineer can take on a design, there will be a corresponding level of optimization achieved.

Keywords

Article history

  1. ReceivedUntil the next stage: 3 days
  2. AcceptedUntil the next stage: 90 days
  3. Published

Statements

Funding

CEREARERM

How to cite

APA

Nonato, R. B. P. (2020). Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach. Fracture and Structural Integrity, 14(54), 88–103. https://doi.org/10.3221/IGF-ESIS.54.06

IEEE

R. B. P. Nonato, “Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach,” Fracture and Structural Integrity, vol. 14, no. 54, pp. 88–103, 2020, doi: 10.3221/IGF-ESIS.54.06.

MLA

Nonato, Raphael Basilio Pires. “Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach.” Fracture and Structural Integrity, vol. 14, no. 54, 2020, pp. 88–103. https://doi.org/10.3221/IGF-ESIS.54.06.

Chicago

Nonato, Raphael Basilio Pires. 2020. “Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach.” Fracture and Structural Integrity 14 (54): 88–103. https://doi.org/10.3221/IGF-ESIS.54.06.

Harvard

Nonato, R.B.P. (2020) ‘Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach’, Fracture and Structural Integrity, 14(54), pp. 88–103. doi: 10.3221/IGF-ESIS.54.06.

Vancouver

Nonato RBP. Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach. Fracture and Structural Integrity. 2020;14(54):88-103. doi:10.3221/IGF-ESIS.54.06

BibTeX

@article{nonato2020, author = {Nonato, Raphael Basilio Pires}, title = {Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach}, journal = {Fracture and Structural Integrity}, year = {2020}, volume = {14}, number = {54}, pages = {88--103}, doi = {10.3221/IGF-ESIS.54.06}, url = {https://doi.org/10.3221/IGF-ESIS.54.06}, issn = {1971-8993} }

RIS

TY - JOUR AU - Nonato, Raphael Basilio Pires TI - Bi-level Hybrid Uncertainty Quantification in Fatigue Analysis: S-N Curve Approach JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2020 DA - 2020/09/23 VL - 14 IS - 54 SP - 88 EP - 103 DO - 10.3221/IGF-ESIS.54.06 UR - https://doi.org/10.3221/IGF-ESIS.54.06 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2020 Raphael Basilio Pires Nonato.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles