Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Fatigue and Fracture of non metallic materials Vol. 18, No. 69 (2024)

About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells

Author and affiliation details
  • Siwen Cao Department of Mechanics, Materials and Structures, Budapest University of Technology and Economics, Budapest, Hungary ORCID iD0009-0000-5323-2612
  • Andras A. Sipos Corresponding author Department of Morphology and Geometric Modeling, Budapest University of Technology and Economics, Budapest 1111, Hungary HUN-REN-BME Morphodynamics Research Group, Budapest, Hungary ORCID iD0000-0003-0440-2165 siposa@eik.bme.hu
DOI
10.3221/IGF-ESIS.69.01
Pages
1-17
Published
Licence
CC BY 4.0

Abstract

Most techniques of measuring the stress intensity factor (SIF) in the cracking process assume a crack in a planar medium. Currently, there is no effective approach for curved brittle shells, particularly for non-developable cases, i.e., shapes with non-vanishing Gaussian curvature. This paper introduces a novel approach to obtaining material properties related to fracture by experimentally observing weakly curved surfaces. Based on the DIC record of the displacement field around the crack tip, the truncated Williams expansion is fitted to the data adjusted according to the shallow shell equations. The convergence properties of the method are investigated by comparing experimental data of PMMA cylinders to theoretical and numerical predictions. The applicability of the technique to non-developable surfaces is verified. It is demonstrated that robust convergence requires the number of terms in the Williams expansion exceeding 6. For different geometries, the ratio of the data selection radius and the length of the crack should exceed 0.3.

Keywords

Article history

  1. ReceivedUntil the next stage: 32 days
  2. RevisedUntil the next stage: 14 days
  3. AcceptedUntil the next stage: 8 days
  4. Published

How to cite

APA

Cao, S., & Sipos, A. A. (2024). About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells. Fracture and Structural Integrity, 18(69), 1–17. https://doi.org/10.3221/IGF-ESIS.69.01

IEEE

S. Cao and A. A. Sipos, “About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells,” Fracture and Structural Integrity, vol. 18, no. 69, pp. 1–17, 2024, doi: 10.3221/IGF-ESIS.69.01.

MLA

Cao, Siwen, and Andras A. Sipos. “About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells.” Fracture and Structural Integrity, vol. 18, no. 69, 2024, pp. 1–17. https://doi.org/10.3221/IGF-ESIS.69.01.

Chicago

Cao, Siwen, and Andras A. Sipos. 2024. “About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells.” Fracture and Structural Integrity 18 (69): 1–17. https://doi.org/10.3221/IGF-ESIS.69.01.

Harvard

Cao, S. and Sipos, A.A. (2024) ‘About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells’, Fracture and Structural Integrity, 18(69), pp. 1–17. doi: 10.3221/IGF-ESIS.69.01.

Vancouver

Cao S, Sipos AA. About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells. Fracture and Structural Integrity. 2024;18(69):1-17. doi:10.3221/IGF-ESIS.69.01

BibTeX

@article{cao2024, author = {Cao, Siwen and Sipos, Andras A.}, title = {About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells}, journal = {Fracture and Structural Integrity}, year = {2024}, volume = {18}, number = {69}, pages = {1--17}, doi = {10.3221/IGF-ESIS.69.01}, url = {https://doi.org/10.3221/IGF-ESIS.69.01}, issn = {1971-8993} }

RIS

TY - JOUR AU - Cao, Siwen AU - Sipos, Andras A. TI - About Measuring the Stress Intensity Factor of Cracks in Curved, Brittle Shells JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2024 DA - 2024/04/13 VL - 18 IS - 69 SP - 1 EP - 17 DO - 10.3221/IGF-ESIS.69.01 UR - https://doi.org/10.3221/IGF-ESIS.69.01 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2024 Andras A. Sipos, Siwen Cao.

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

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