Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 12, No. 44 (2018)

On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves

Author and affiliation details
  • Michele Ciavarella Corresponding author Politecnico di Bari, Department of Mechanics, Mathematics and Management, Viale Japigia 182, 70126 Bari, Italy engineeringchallenges@gmail.com
  • A. Papangelo Politecnico di Bari, Department of Mechanics, Mathematics and Management, Viale Japigia 182, 70126 Bari, Italy; Hamburg University of Technology, Department of Mechanical Engineering, Am Schwarzenberg-Campus 1, 21073 Hamburg, Germany
DOI
10.3221/IGF-ESIS.44.05
Pages
49-63
Published

Abstract

As often done in design practice, the Wöhler curve of a specimen, in the absence of more direct information, can be crudely retrieved by interpolating with a power-law curve between static strength at a given conventional low number of cycles N0 (of the order of 10-103), and the fatigue limit at a “infinite life”, also conventional, typically N∞=2·106 or N∞=107 cycles. These assumptions introduce some uncertainty, but otherwise both the static regime and the infinite life are relatively well known. Specifically, by elaborating on recent unified treatments of notch and crack effects on infinite life, and using similar concepts to the static failure cases, an interpolation procedure is suggested for the finite life region. Considering two ratios, i.e. toughness to fatigue threshold FK=KIc/DKth, and static strength to endurance limit, FR =sR /Ds0, qualitative trends are obtained for the finite life region. Paris’ and Wöhler’s coefficients fundamentally depend on these two ratios, which can be also defined “sensitivities” of materials to fatigue when cracked and uncracked, respectively: higher sensitivity means stringent need for design for fatigue. A generalized Wöhler coefficient, k’, is found as a function of the intrinsic Wöhler coefficient k of the material and the size of the crack or notch. We find that for a notched structure, k<k’<m, as a function of size of the notch: in particular, k’=k holds for small notches, then k’ decreases up to a limiting value (which depends upon Kt for mildly notched structures, or on FK and FR only for severe notch or crack). A perhaps surprising return to the original slope k is found for very large blunt notches. Finally, Paris’ law should hold for a distinctly cracked structure, i.e. having a long-crack; indeed, Paris’ coefficient m is coincident with the limiting value of k’lim. The scope of this note is only qualitative and aims at a discussion over unified treatments in fatigue.

Keywords

Article history

  1. ReceivedUntil the next stage: 7 days
  2. RevisedUntil the next stage: 0 days
  3. AcceptedUntil the next stage: 46 days
  4. Published

About the authors

A. Papangelo

Department of Excellence of Mechanics, Mathematics and Management

How to cite

APA

Ciavarella, M., & Papangelo, A. (2018). On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves. Fracture and Structural Integrity, 12(44), 49–63. https://doi.org/10.3221/IGF-ESIS.44.05

IEEE

M. Ciavarella and A. Papangelo, “On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves,” Fracture and Structural Integrity, vol. 12, no. 44, pp. 49–63, 2018, doi: 10.3221/IGF-ESIS.44.05.

MLA

Ciavarella, Michele, and A. Papangelo. “On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves.” Fracture and Structural Integrity, vol. 12, no. 44, 2018, pp. 49–63. https://doi.org/10.3221/IGF-ESIS.44.05.

Chicago

Ciavarella, Michele, and A. Papangelo. 2018. “On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves.” Fracture and Structural Integrity 12 (44): 49–63. https://doi.org/10.3221/IGF-ESIS.44.05.

Harvard

Ciavarella, M. and Papangelo, A. (2018) ‘On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves’, Fracture and Structural Integrity, 12(44), pp. 49–63. doi: 10.3221/IGF-ESIS.44.05.

Vancouver

Ciavarella M, Papangelo A. On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves. Fracture and Structural Integrity. 2018;12(44):49-63. doi:10.3221/IGF-ESIS.44.05

BibTeX

@article{ciavarella2018, author = {Ciavarella, Michele and Papangelo, A.}, title = {On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves}, journal = {Fracture and Structural Integrity}, year = {2018}, volume = {12}, number = {44}, pages = {49--63}, doi = {10.3221/IGF-ESIS.44.05}, url = {https://doi.org/10.3221/IGF-ESIS.44.05}, issn = {1971-8993} }

RIS

TY - JOUR AU - Ciavarella, Michele AU - Papangelo, A. TI - On notch and crack size effects in fatigue, Paris’ law and implications for Wöhler curves JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2018 DA - 2018/03/18 VL - 12 IS - 44 SP - 49 EP - 63 DO - 10.3221/IGF-ESIS.44.05 UR - https://doi.org/10.3221/IGF-ESIS.44.05 SN - 1971-8993 ER -

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Copyright © 2018 MIchele Ciavarella.

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