Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 10, No. 36 (2016)

Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method

Author and affiliation details
  • Luiz Carlos H. Ricardo Corresponding author lricardo@ipen.br
  • Carlos Alexandre J. Miranda
DOI
10.3221/IGF-ESIS.36.20
Pages
Pages 201-214
Published
Published inVol. 10, No. 36 (2016)Go to the issue

Abstract

Crack propagation simulation began with the development of the finite element method; the analyses were conducted to obtain a basic understanding of the crack growth. Today structural and materials engineers develop structures and materials properties using this technique as criterion design. The aim of this paper is to verify the effect of different crack propagation rates in determination of crack opening and closing stress of an ASTM specimen under a standard suspension spectrum loading from FD&E SAE Keyhole Specimen Test Load Histories by finite element analysis. The crack propagation simulation was based on release nodes at the minimum loads to minimize convergence problems. To understand the crack propagation processes under variable amplitude loading, retardation effects are discussed.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Ricardo, L. C. H., & Miranda, C. A. J. (2016). Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method. Fracture and Structural Integrity, 10(36), Pages 201–214. https://doi.org/10.3221/IGF-ESIS.36.20

IEEE

L. C. H. Ricardo and C. A. J. Miranda, “Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method,” Fracture and Structural Integrity, vol. 10, no. 36, pp. Pages 201–214, 2016, doi: 10.3221/IGF-ESIS.36.20.

MLA

Ricardo, Luiz Carlos H., and Carlos Alexandre J. Miranda. “Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method.” Fracture and Structural Integrity, vol. 10, no. 36, 2016, pp. Pages 201–214. https://doi.org/10.3221/IGF-ESIS.36.20.

Chicago

Ricardo, Luiz Carlos H., and Carlos Alexandre J. Miranda. 2016. “Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method.” Fracture and Structural Integrity 10 (36): Pages 201–214. https://doi.org/10.3221/IGF-ESIS.36.20.

Harvard

Ricardo, L.C.H. and Miranda, C.A.J. (2016) ‘Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method’, Fracture and Structural Integrity, 10(36), pp. Pages 201–214. doi: 10.3221/IGF-ESIS.36.20.

Vancouver

Ricardo LCH, Miranda CAJ. Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method. Fracture and Structural Integrity. 2016;10(36):Pages 201-214. doi:10.3221/IGF-ESIS.36.20

BibTeX

@article{ricardo2016, author = {Ricardo, Luiz Carlos H. and Miranda, Carlos Alexandre J.}, title = {Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method}, journal = {Fracture and Structural Integrity}, year = {2016}, volume = {10}, number = {36}, pages = {Pages 201--214}, doi = {10.3221/IGF-ESIS.36.20}, url = {https://doi.org/10.3221/IGF-ESIS.36.20}, issn = {1971-8993} }

RIS

TY - JOUR AU - Ricardo, Luiz Carlos H. AU - Miranda, Carlos Alexandre J. TI - Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2016 DA - 2016/03/22 VL - 10 IS - 36 SP - Pages 201 EP - 214 DO - 10.3221/IGF-ESIS.36.20 UR - https://doi.org/10.3221/IGF-ESIS.36.20 SN - 1971-8993 ER -

Licence

Copyright © 2016 Fracture and Structural Integrity.

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

Most read articles by the same author(s)