Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 10, No. 35 (2016)

Orientation of propagating crack paths emanating from fretting-fatigue contact problems

Author and affiliation details
  • Eugenio Giner Corresponding author eginerm@mcm.upv.es
  • José Díaz-Álvarez
  • Miguel Marco
  • Mª Henar Miguélez
DOI
10.3221/IGF-ESIS.35.33
Pages
pages 285-294
Published

Abstract

In this work, the orientation and propagation of cracks in fretting fatigue problems is analyzed numerically using the finite element method (FEM) and the extended finite element method (X-FEM). The analysis is performed by means of a 2D model of a complete-contact fretting problem, consisting of two square indenters pressed onto a specimen subjected to cyclic fatigue. For the simulation, we allow for crack face contact in the implementation during the corresponding parts of the fatigue cycle. The problem is highly nonlinear and non-proportional and we make use of the so-called minimum shear stress range orientation criterion, min(??), proposed by the authors in previous works. This criterion is introduced to predict the crack path in each step of the crack growth simulation. The objective of the work is to detect which is the relevant parameter affecting the crack path orientation. A parametric study of some a priori relevant magnitudes is carried out, such as normal load on the indenters, bulk load on the specimen, stress ratio and relative stiffness of the indenter and specimen materials. Contrary to previous expectations, it is shown that the relative magnitude of the applied loads has no significant effect. However, it is found that the stiffness of the indenter material with respect to the specimen material has the greatest effect. A simple explanation of this behavior is also provided.

Keywords

Article history

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

How to cite

APA

Giner, E., Díaz-Álvarez, J., Marco, M., & Miguélez, M. H. (2015). Orientation of propagating crack paths emanating from fretting-fatigue contact problems. Fracture and Structural Integrity, 10(35), pages 285–294. https://doi.org/10.3221/IGF-ESIS.35.33

IEEE

E. Giner, J. Díaz-Álvarez, M. Marco, and M. H. Miguélez, “Orientation of propagating crack paths emanating from fretting-fatigue contact problems,” Fracture and Structural Integrity, vol. 10, no. 35, pp. pages 285–294, 2015, doi: 10.3221/IGF-ESIS.35.33.

MLA

Giner, Eugenio, et al. “Orientation of propagating crack paths emanating from fretting-fatigue contact problems.” Fracture and Structural Integrity, vol. 10, no. 35, 2015, pp. pages 285–294. https://doi.org/10.3221/IGF-ESIS.35.33.

Chicago

Giner, Eugenio, José Díaz-Álvarez, Miguel Marco, and Mª Henar Miguélez. 2015. “Orientation of propagating crack paths emanating from fretting-fatigue contact problems.” Fracture and Structural Integrity 10 (35): pages 285–294. https://doi.org/10.3221/IGF-ESIS.35.33.

Harvard

Giner, E., Díaz-Álvarez, J., Marco, M. and Miguélez, M.H. (2015) ‘Orientation of propagating crack paths emanating from fretting-fatigue contact problems’, Fracture and Structural Integrity, 10(35), pp. pages 285–294. doi: 10.3221/IGF-ESIS.35.33.

Vancouver

Giner E, Díaz-Álvarez J, Marco M, Miguélez MH. Orientation of propagating crack paths emanating from fretting-fatigue contact problems. Fracture and Structural Integrity. 2015;10(35):pages 285-294. doi:10.3221/IGF-ESIS.35.33

BibTeX

@article{giner2015, author = {Giner, Eugenio and Díaz-Álvarez, José and Marco, Miguel and Miguélez, Mª Henar}, title = {Orientation of propagating crack paths emanating from fretting-fatigue contact problems}, journal = {Fracture and Structural Integrity}, year = {2015}, volume = {10}, number = {35}, pages = {pages 285--294}, doi = {10.3221/IGF-ESIS.35.33}, url = {https://doi.org/10.3221/IGF-ESIS.35.33}, issn = {1971-8993} }

RIS

TY - JOUR AU - Giner, Eugenio AU - Díaz-Álvarez, José AU - Marco, Miguel AU - Miguélez, Mª Henar TI - Orientation of propagating crack paths emanating from fretting-fatigue contact problems JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2015 DA - 2015/12/29 VL - 10 IS - 35 SP - pages 285 EP - 294 DO - 10.3221/IGF-ESIS.35.33 UR - https://doi.org/10.3221/IGF-ESIS.35.33 SN - 1971-8993 ER -

Licence

Copyright © 2015 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.