A finite rectangular plate of unit thickness with two inclined cracks (parallel and non parallel) under biaxial mixed mode condition are modelled using finite element method. The finite element method is used for determination of stress intensity factors by ANYSIS software. Effects of crack inclination angle on stress intensity factors for two parallel and non parallel cracks are investigated. The significant effects of different crack inclination parameters on stress intensity factors are seen for lower and upper crack in two inclined crack.
The present method is validated by comparing the results from available experimental data obtained by photo elastic method in same condition.
Bhagat, R. K., Singh, V. K., Gope, P. C., & Chaudhary, A. (2012). Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading. Fracture and Structural Integrity, 6(22), pages 5–11. https://doi.org/10.3221/IGF-ESIS.22.01
IEEE
R. K. Bhagat, V. K. Singh, P. C. Gope, and A. Chaudhary, “Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading,” Fracture and Structural Integrity, vol. 6, no. 22, pp. pages 5–11, 2012, doi: 10.3221/IGF-ESIS.22.01.
MLA
Bhagat, R. K., et al. “Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading.” Fracture and Structural Integrity, vol. 6, no. 22, 2012, pp. pages 5–11. https://doi.org/10.3221/IGF-ESIS.22.01.
Chicago
Bhagat, R. K., V. K. Singh, P. C. Gope, and A.K. Chaudhary. 2012. “Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading.” Fracture and Structural Integrity 6 (22): pages 5–11. https://doi.org/10.3221/IGF-ESIS.22.01.
Harvard
Bhagat, R.K., Singh, V.K., Gope, P.C. and Chaudhary, A. (2012) ‘Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading’, Fracture and Structural Integrity, 6(22), pp. pages 5–11. doi: 10.3221/IGF-ESIS.22.01.
Vancouver
Bhagat RK, Singh VK, Gope PC, Chaudhary A. Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading. Fracture and Structural Integrity. 2012;6(22):pages 5-11. doi:10.3221/IGF-ESIS.22.01
BibTeX
@article{bhagat2012,
author = {Bhagat, R. K. and Singh, V. K. and Gope, P. C. and Chaudhary, A.K.},
title = {Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading},
journal = {Fracture and Structural Integrity},
year = {2012},
volume = {6},
number = {22},
pages = {pages 5--11},
doi = {10.3221/IGF-ESIS.22.01},
url = {https://doi.org/10.3221/IGF-ESIS.22.01},
issn = {1971-8993}
}
RIS
TY - JOUR
AU - Bhagat, R. K.
AU - Singh, V. K.
AU - Gope, P. C.
AU - Chaudhary, A.K.
TI - Evaluation of stress intensity factor of multiple inclined cracks under biaxial loading
JO - Fracture and Structural Integrity
T2 - Fracture and Structural Integrity
PY - 2012
DA - 2012/09/30
VL - 6
IS - 22
SP - pages 5
EP - 11
DO - 10.3221/IGF-ESIS.22.01
UR - https://doi.org/10.3221/IGF-ESIS.22.01
SN - 1971-8993
ER -
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.
