Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Crack Paths Vol. 13, No. 48 (2019)

Granite stone subjected to ultrasonic fatigue tests under three point bending modality

Author and affiliation details
  • Gonzalo Mariano DOMINGUEZ ALMARAZ Corresponding author University of Michoacan dalmaraz@umich.mx
  • Alexiane DOMINGUEZ Université Paris-Sud 11, URF Sciences et Techniques, BCST
  • Necker J. TRUJILLO ALONSO University of Michoacan (UMSNH)
DOI
10.3221/IGF-ESIS.48.09
Pages
70-76
Published

Abstract

Ultrasonic fatigue tests are carried out under the modality of three points bending on the granite stone. The testing specimens present a prismatic shape with the dimensions: 12 x 3 x 0.8 centimeters, in order to be supported at the two ends (1 centimeter of support each side), and to configure the three points bending modality. Granite specimens are supported on an acrylic structure destined to fix and immobilize the specimens. Vibrating load is applied at the center of testing specimens by a self-designed and fabricated aluminum alloy awl, which dimensions have been obtained by modal numerical analysis to fit the resonance condition, necessary for the ultrasonic fatigue tests.

Experimental results are obtained at room temperature and humidity comprised between 60 and 75%. The fatigue endurance is determined on this material under this modality of loading, and the fracture surfaces are analyzed to identify the principal trends related to crack initiation and propagation on this material.   

Keywords

Article history

  1. ReceivedUntil the next stage: 15 days
  2. Revision requestedUntil the next stage: 3 days
  3. RevisedUntil the next stage: 1 day
  4. AcceptedUntil the next stage: 67 days
  5. Published

How to cite

APA

DOMINGUEZ ALMARAZ, G. M., DOMINGUEZ, A., & ALONSO, N. J. T. (2019). Granite stone subjected to ultrasonic fatigue tests under three point bending modality. Fracture and Structural Integrity, 13(48), 70–76. https://doi.org/10.3221/IGF-ESIS.48.09

IEEE

G. M. DOMINGUEZ ALMARAZ, A. DOMINGUEZ, and N. J. T. ALONSO, “Granite stone subjected to ultrasonic fatigue tests under three point bending modality,” Fracture and Structural Integrity, vol. 13, no. 48, pp. 70–76, 2019, doi: 10.3221/IGF-ESIS.48.09.

MLA

DOMINGUEZ ALMARAZ, Gonzalo Mariano, et al. “Granite stone subjected to ultrasonic fatigue tests under three point bending modality.” Fracture and Structural Integrity, vol. 13, no. 48, 2019, pp. 70–76. https://doi.org/10.3221/IGF-ESIS.48.09.

Chicago

DOMINGUEZ ALMARAZ, Gonzalo Mariano, Alexiane DOMINGUEZ, and Necker J. TRUJILLO ALONSO. 2019. “Granite stone subjected to ultrasonic fatigue tests under three point bending modality.” Fracture and Structural Integrity 13 (48): 70–76. https://doi.org/10.3221/IGF-ESIS.48.09.

Harvard

DOMINGUEZ ALMARAZ, G.M., DOMINGUEZ, A. and ALONSO, N.J.T. (2019) ‘Granite stone subjected to ultrasonic fatigue tests under three point bending modality’, Fracture and Structural Integrity, 13(48), pp. 70–76. doi: 10.3221/IGF-ESIS.48.09.

Vancouver

DOMINGUEZ ALMARAZ GM, DOMINGUEZ A, ALONSO NJT. Granite stone subjected to ultrasonic fatigue tests under three point bending modality. Fracture and Structural Integrity. 2019;13(48):70-76. doi:10.3221/IGF-ESIS.48.09

BibTeX

@article{dominguezalmaraz2019, author = {DOMINGUEZ ALMARAZ, Gonzalo Mariano and DOMINGUEZ, Alexiane and ALONSO, Necker J. TRUJILLO}, title = {Granite stone subjected to ultrasonic fatigue tests under three point bending modality}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {48}, pages = {70--76}, doi = {10.3221/IGF-ESIS.48.09}, url = {https://doi.org/10.3221/IGF-ESIS.48.09}, issn = {1971-8993} }

RIS

TY - JOUR AU - DOMINGUEZ ALMARAZ, Gonzalo Mariano AU - DOMINGUEZ, Alexiane AU - ALONSO, Necker J. TRUJILLO TI - Granite stone subjected to ultrasonic fatigue tests under three point bending modality JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/02/24 VL - 13 IS - 48 SP - 70 EP - 76 DO - 10.3221/IGF-ESIS.48.09 UR - https://doi.org/10.3221/IGF-ESIS.48.09 SN - 1971-8993 ER -

Licence

Copyright © 2019 Gonzalo Mariano DOMINGUEZ ALMARAZ, Alexiane DOMINGUEZ, Necker J. TRUJILLO ALONSO.

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)