A simple hybrid linear and non-linear interpolation finite element for adaptive cracking elements method
Xueya Wang, Yiming Zhang, Minjie Wen, Herbert Mang

TL;DR
This paper introduces a hybrid finite element method combining linear and non-linear interpolation to simulate cracks efficiently, reducing computational effort while maintaining the advantages of the Cracking Elements Method.
Contribution
A novel hybrid interpolation finite element approach that reduces computational cost in crack simulation by selectively applying linear interpolation.
Findings
Reduces total nodes by nearly half compared to conventional CEM.
Maintains all advantages of the original Cracking Elements Method.
Significantly improves computational efficiency in numerical simulations.
Abstract
Cracking Elements Method (CEM) is a numerical tool to simulate quasi-brittle fractures, which does not need remeshing, nodal enrichment, or complicated crack tracking strategy. The cracking elements used in the CEM can be considered as a special type of finite element implemented in the standard finite element frameworks. One disadvantage of CEM is that it uses nonlinear interpolation of the displacement field (Q8 or T6 elements), introducing more nodes and consequent computing efforts than the cases with elements using linear interpolation of the displacement field. Aiming at solving this problem, we propose a simple hybrid linear and non-linear interpolation finite element for adaptive cracking elements method in this work. A simple strategy is proposed for treating the elements with edge nodes and being the edge number of the element. Only a few codes…
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