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An interaction integral method for evaluating T-stress for two-dimensional crack problems using the extended radial point interpolation method

Nha Thanh Nguyen 1, *
Hien Thai Nguyen 1
Minh Ngoc Nguyen 1
Thien Tich Truong 1
  1. Ho Chi Minh city University of Technology, VNU-HCM
Correspondence to: Nha Thanh Nguyen, Ho Chi Minh city University of Technology, VNU-HCM. Email: pvphuc@vnuhcm.edu.vn.
Volume & Issue: Vol. 18 No. 2 (2015) | Page No.: 106-113 | DOI: 10.32508/stdj.v18i2.1079
Published: 2015-06-30

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

Abstract

The so-called T-stress, or second term of the William (1957) series expansion for linear elastic crack-tip fields, has found many uses in fracture mechanics applications. In this paper, an interaction integral method for calculating the T-stress for two-dimensional crack problems using the extended radial point interpolation method (XRPIM) is presented. Typical advantages of RPIM shape function are the satisfactions of the Kronecker’s delta property and the high-order continuity. The T-stress can be calculated directly from a path independent interaction integral entirely based on the J-integral by simply the auxiliary field. Several benchmark examples in 2D crack problem are performed and compared with other existing solutions to illustrate the correction of the presented approach.

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