4.7 Article

Computation of two dimensional mixed-mode stress intensity factor rates using a complex-variable interaction integral

Journal

ENGINEERING FRACTURE MECHANICS
Volume 277, Issue -, Pages -

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2022.108981

Keywords

M-integral; Interaction integral; Complex-variable finite element method; Complex Taylor series expansion

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The well-known interaction integral, or M-integral, is used to calculate the derivatives of stress intensity factors (SIFs) with respect to the crack extensions for a linear elastic material under static loading. The derivatives are computed using the complex Taylor series expansion (CTSE) and the hypercomplex-variable finite element method (ZFEM). This method can be easily extended to different loading scenarios and material models. The implementation of the complex-variable M-integral in Abaqus demonstrates its high accuracy.
The well-known interaction integral, also known as the M-integral or I-integral, is a method to compute the mixed-mode stress intensity factors (SIFs) for fracture mechanics problems. The capabilities of the M-integral are extended here to compute derivatives of the SIFs with respect to the crack extensions for an isotropic linear elastic material under static loading. These derivatives were calculated using the complex Taylor series expansion (CTSE) numerical differentiation method. The derivatives of the auxiliary fields are calculated by applying CTSE directly to the M-integral formulation. The derivatives of the actual displacement fields are computed using a hypercomplex-variable finite element method (ZFEM) that also employs CTSE. SIF rates with respect to all crack tips are computed in a single analysis. The method is general and can be easily extended to other two-dimensional loading scenarios and different material models in a straightforward manner through the use of the appropriate auxiliary fields. The complex-variable M-integral was implemented within the commercial finite element software Abaqus through a user-defined element subroutine (UEL). Numerical examples demonstrate the high accuracy of the method.

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