Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 30 (2014)

Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens

Author and affiliation details
  • B. Tyson Corresponding author CanmetMATERIALS, Hamilton, ON, Canada btyson@nrcan.gc.ca
  • P. Ding Carleton University, Ottawa, Canada
  • X. Wang Carleton University, Ottawa, Canada
DOI
10.3221/IGF-ESIS.30.13
Pages
pages 95-100
Published
Published inVol. 8, No. 30 (2014)Go to the issue

Abstract

There has been a trend recently to use specimen geometries for toughness measurement that are more representative of actual flaw geometries in service. A prominent example is the use of single-edge-notched tension specimens for assessment of surface flaws in pipelines. To obtain a resistance (R) curve, i.e. J-integral or CTOD as a function of crack growth, it is necessary to monitor the crack size as a function of J or CTOD. To facilitate obtaining these data from a single specimen, the elastic CMOD unloading compliance C has been used in several testing programs to estimate crack size. C is a function of several variables in addition to crack size – notably, specimen constraint (plane stress or plane strain). In this paper, the dependence of C on these variables will be discussed.

Keywords

Article history

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

How to cite

APA

Tyson, B., Ding, P., & Wang, X. (2014). Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens. Fracture and Structural Integrity, 8(30), pages 95–100. https://doi.org/10.3221/IGF-ESIS.30.13

IEEE

B. Tyson, P. Ding, and X. Wang, “Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens,” Fracture and Structural Integrity, vol. 8, no. 30, pp. pages 95–100, 2014, doi: 10.3221/IGF-ESIS.30.13.

MLA

Tyson, B., et al. “Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens.” Fracture and Structural Integrity, vol. 8, no. 30, 2014, pp. pages 95–100. https://doi.org/10.3221/IGF-ESIS.30.13.

Chicago

Tyson, B., P. Ding, and X. Wang. 2014. “Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens.” Fracture and Structural Integrity 8 (30): pages 95–100. https://doi.org/10.3221/IGF-ESIS.30.13.

Harvard

Tyson, B., Ding, P. and Wang, X. (2014) ‘Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens’, Fracture and Structural Integrity, 8(30), pp. pages 95–100. doi: 10.3221/IGF-ESIS.30.13.

Vancouver

Tyson B, Ding P, Wang X. Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens. Fracture and Structural Integrity. 2014;8(30):pages 95-100. doi:10.3221/IGF-ESIS.30.13

BibTeX

@article{tyson2014, author = {Tyson, B. and Ding, P. and Wang, X.}, title = {Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {30}, pages = {pages 95--100}, doi = {10.3221/IGF-ESIS.30.13}, url = {https://doi.org/10.3221/IGF-ESIS.30.13}, issn = {1971-8993} }

RIS

TY - JOUR AU - Tyson, B. AU - Ding, P. AU - Wang, X. TI - Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/09/08 VL - 8 IS - 30 SP - pages 95 EP - 100 DO - 10.3221/IGF-ESIS.30.13 UR - https://doi.org/10.3221/IGF-ESIS.30.13 SN - 1971-8993 ER -

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