Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 9, No. 33 (2015)

Specimen thickness effect on elastic-plastic constraint parameter A

Author and affiliation details
DOI
10.3221/IGF-ESIS.33.10
Pages
pages 73-79
Published

Abstract

Three-dimensional elastic-plastic problems for a power-law hardening material are solved using the
finite element method. Distributions of the J-integral and constraint parameter A along the crack front for
varying specimen thickness and crack depth are determined for edge cracked plate, center cracked plate, three
point bend and compact tension specimens. The constraint parameter A is a measure of stress field deviation
from the HRR field. Higher A values signify lower specimen constraint. Results of finite element analyses show
that the constraint parameter A significantly decreases when specimen thickness changes from 0.1 to 0.5 of the
specimen width. Then it has more or less stable value. Among four specimen the highest constraint is demonstrated by the compact tension specimen which has the constraint parameter A lower than its small scale yielding value.

Keywords

Article history

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

How to cite

APA

Nikishkov, G., & Matvienko, Y. (2015). Specimen thickness effect on elastic-plastic constraint parameter A. Fracture and Structural Integrity, 9(33), pages 73–79. https://doi.org/10.3221/IGF-ESIS.33.10

IEEE

G. Nikishkov and Y. Matvienko, “Specimen thickness effect on elastic-plastic constraint parameter A,” Fracture and Structural Integrity, vol. 9, no. 33, pp. pages 73–79, 2015, doi: 10.3221/IGF-ESIS.33.10.

MLA

Nikishkov, G.P., and Yu.G. Matvienko. “Specimen thickness effect on elastic-plastic constraint parameter A.” Fracture and Structural Integrity, vol. 9, no. 33, 2015, pp. pages 73–79. https://doi.org/10.3221/IGF-ESIS.33.10.

Chicago

Nikishkov, G.P., and Yu.G. Matvienko. 2015. “Specimen thickness effect on elastic-plastic constraint parameter A.” Fracture and Structural Integrity 9 (33): pages 73–79. https://doi.org/10.3221/IGF-ESIS.33.10.

Harvard

Nikishkov, G. and Matvienko, Y. (2015) ‘Specimen thickness effect on elastic-plastic constraint parameter A’, Fracture and Structural Integrity, 9(33), pp. pages 73–79. doi: 10.3221/IGF-ESIS.33.10.

Vancouver

Nikishkov G, Matvienko Y. Specimen thickness effect on elastic-plastic constraint parameter A. Fracture and Structural Integrity. 2015;9(33):pages 73-79. doi:10.3221/IGF-ESIS.33.10

BibTeX

@article{nikishkov2015, author = {Nikishkov, G.P. and Matvienko, Yu.G.}, title = {Specimen thickness effect on elastic-plastic constraint parameter A}, journal = {Fracture and Structural Integrity}, year = {2015}, volume = {9}, number = {33}, pages = {pages 73--79}, doi = {10.3221/IGF-ESIS.33.10}, url = {https://doi.org/10.3221/IGF-ESIS.33.10}, issn = {1971-8993} }

RIS

TY - JOUR AU - Nikishkov, G.P. AU - Matvienko, Yu.G. TI - Specimen thickness effect on elastic-plastic constraint parameter A JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2015 DA - 2015/06/19 VL - 9 IS - 33 SP - pages 73 EP - 79 DO - 10.3221/IGF-ESIS.33.10 UR - https://doi.org/10.3221/IGF-ESIS.33.10 SN - 1971-8993 ER -

Licence

Copyright © 2015 Fracture and Structural Integrity.

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