Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Fatigue Vol. 15, No. 58 (2021)

Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches

Author and affiliation details
  • Salim Çalışkan Corresponding author Department of Metallurgical and Materials Engineering, Middle East Technical University, 06800 Ankara, Turkey ORCID iD0000-0002-9276-8492 caliskan.salim@metu.edu.tr
  • Rıza Gürbüz Department of Metallurgical and Materials Engineering, Middle East Technical University, 06800 Ankara, Turkey ORCID iD0000-0002-8369-4639
DOI
10.3221/IGF-ESIS.58.25
Pages
344-364
Published
Licence
CC BY 4.0

Abstract

In engineering applications, fatigue phenomenon is a key issue and needs to be analyzed in the beginning of design phase in case of any component exposed to alternating loading on operation otherwise catastrophic fatigue failure may cause. Component can be designed with safe-life, fail-safe, and damage tolerant approach based on whether redundant load path and damage sensitive. Before starting analyzing the structure, material allowable data needs to be presented in a reliable way to predict fatigue life of components. SN curves with presented confidence levels are the robust approach to make a prediction on safe life of a structure in terms of fatigue. In this point, there are so many approaches to determine fatigue limit of materials and issue shall be handled by statistical manner. In literature, different staircase and curve fitting methods were presented to estimate endurance limit of materials and some reliability manuscript published. In this paper, fatigue limit of AISI 4340 steel will be investigated through most convinced staircase and curve fitting approaches and their reliability will be queried.

Keywords

Article history

  1. ReceivedUntil the next stage: 42 days
  2. Revision requestedUntil the next stage: 19 days
  3. RevisedUntil the next stage: 0 days
  4. AcceptedUntil the next stage: 12 days
  5. Published

How to cite

APA

Çalışkan, S., & Gürbüz, R. (2021). Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches. Fracture and Structural Integrity, 15(58), 344–364. https://doi.org/10.3221/IGF-ESIS.58.25

IEEE

S. Çalışkan and R. Gürbüz, “Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches,” Fracture and Structural Integrity, vol. 15, no. 58, pp. 344–364, 2021, doi: 10.3221/IGF-ESIS.58.25.

MLA

Çalışkan, Salim, and Rıza Gürbüz. “Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches.” Fracture and Structural Integrity, vol. 15, no. 58, 2021, pp. 344–364. https://doi.org/10.3221/IGF-ESIS.58.25.

Chicago

Çalışkan, Salim, and Rıza Gürbüz. 2021. “Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches.” Fracture and Structural Integrity 15 (58): 344–364. https://doi.org/10.3221/IGF-ESIS.58.25.

Harvard

Çalışkan, S. and Gürbüz, R. (2021) ‘Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches’, Fracture and Structural Integrity, 15(58), pp. 344–364. doi: 10.3221/IGF-ESIS.58.25.

Vancouver

Çalışkan S, Gürbüz R. Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches. Fracture and Structural Integrity. 2021;15(58):344-364. doi:10.3221/IGF-ESIS.58.25

BibTeX

@article{caliskan2021, author = {Çalışkan, Salim and Gürbüz, Rıza}, title = {Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {15}, number = {58}, pages = {344--364}, doi = {10.3221/IGF-ESIS.58.25}, url = {https://doi.org/10.3221/IGF-ESIS.58.25}, issn = {1971-8993} }

RIS

TY - JOUR AU - Çalışkan, Salim AU - Gürbüz, Rıza TI - Determining the endurance limit of AISI 4340 steels in terms of different statistical approaches JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/09/25 VL - 15 IS - 58 SP - 344 EP - 364 DO - 10.3221/IGF-ESIS.58.25 UR - https://doi.org/10.3221/IGF-ESIS.58.25 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Salim Çalışkan, Rıza Gürbüz.

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.