Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Showcasing Structural Integrity Research in India Vol. 13, No. 48 (2019)

Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld

Author and affiliation details
  • R Nikhil Corresponding author Materials development and Technology Division, Indira Gandhi Centre for Atomic Research, Kalpakkam 603102, Tamil Nadu, India rnikhil@igcar.gov.in
  • S A Krishnan Indira Gandhi Centre for Atomic Research ROR05tkzma19
  • G Sasikala Indira Gandhi Centre for Atomic Research ROR05tkzma19
  • A Moitra Indira Gandhi Centre for Atomic Research ROR05tkzma19
DOI
10.3221/IGF-ESIS.48.50
Pages
523-529
Published

Abstract

Plastic η factor is adopted to account crack tip plasticity while evaluating the fracture toughness of the materials as per ASTM E1820. It is valid only for homogeneous materials. The plastic η factor for compact tension geometry (CT) with type 316LN stainless steel weld has been evaluated based on elastic-plastic FE analysis. The incremental elastic-plastic material model with various values for strength mismatch level (M), from 1.2 to 2.2 has been considered for the weld. The weld width (h) parallel to the crack plane is varied from 4 mm to 16 mm. The η values thus obtained are analyzed and the inferences are discussed.

Keywords

Article history

  1. ReceivedUntil the next stage: 53 days
  2. Revision requestedUntil the next stage: 8 days
  3. RevisedUntil the next stage: 28 days
  4. AcceptedUntil the next stage: 8 days
  5. Published

How to cite

APA

Nikhil, R., Krishnan, S. A., Sasikala, G., & Moitra, A. (2019). Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld. Fracture and Structural Integrity, 13(48), 523–529. https://doi.org/10.3221/IGF-ESIS.48.50

IEEE

R. Nikhil, S. A. Krishnan, G. Sasikala, and A. Moitra, “Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld,” Fracture and Structural Integrity, vol. 13, no. 48, pp. 523–529, 2019, doi: 10.3221/IGF-ESIS.48.50.

MLA

Nikhil, R, et al. “Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld.” Fracture and Structural Integrity, vol. 13, no. 48, 2019, pp. 523–529. https://doi.org/10.3221/IGF-ESIS.48.50.

Chicago

Nikhil, R, S A Krishnan, G Sasikala, and A Moitra. 2019. “Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld.” Fracture and Structural Integrity 13 (48): 523–529. https://doi.org/10.3221/IGF-ESIS.48.50.

Harvard

Nikhil, R., Krishnan, S.A., Sasikala, G. and Moitra, A. (2019) ‘Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld’, Fracture and Structural Integrity, 13(48), pp. 523–529. doi: 10.3221/IGF-ESIS.48.50.

Vancouver

Nikhil R, Krishnan SA, Sasikala G, Moitra A. Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld. Fracture and Structural Integrity. 2019;13(48):523-529. doi:10.3221/IGF-ESIS.48.50

BibTeX

@article{nikhil2019, author = {Nikhil, R and Krishnan, S A and Sasikala, G and Moitra, A}, title = {Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {48}, pages = {523--529}, doi = {10.3221/IGF-ESIS.48.50}, url = {https://doi.org/10.3221/IGF-ESIS.48.50}, issn = {1971-8993} }

RIS

TY - JOUR AU - Nikhil, R AU - Krishnan, S A AU - Sasikala, G AU - Moitra, A TI - Limit load based evaluation of plastic η factor for C(T) specimen with a mismatched weld JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/03/05 VL - 13 IS - 48 SP - 523 EP - 529 DO - 10.3221/IGF-ESIS.48.50 UR - https://doi.org/10.3221/IGF-ESIS.48.50 SN - 1971-8993 ER -

Licence

Copyright © 2019 R Nikhil, S A Krishnan, G Sasikala, A Moitra.

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.