CLC number: O342
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2011-06-21
Cited: 1
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Hua Qiao, Wei-qiu Chen. Analysis of the penalty version of the Arlequin framework for the prediction of structural responses with large deformations[J]. Journal of Zhejiang University Science A, 2011, 12(7): 552-560.
@article{title="Analysis of the penalty version of the Arlequin framework for the prediction of structural responses with large deformations",
author="Hua Qiao, Wei-qiu Chen",
journal="Journal of Zhejiang University Science A",
volume="12",
number="7",
pages="552-560",
year="2011",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1000519"
}
%0 Journal Article
%T Analysis of the penalty version of the Arlequin framework for the prediction of structural responses with large deformations
%A Hua Qiao
%A Wei-qiu Chen
%J Journal of Zhejiang University SCIENCE A
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%N 7
%P 552-560
%@ 1673-565X
%D 2011
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1000519
TY - JOUR
T1 - Analysis of the penalty version of the Arlequin framework for the prediction of structural responses with large deformations
A1 - Hua Qiao
A1 - Wei-qiu Chen
J0 - Journal of Zhejiang University Science A
VL - 12
IS - 7
SP - 552
EP - 560
%@ 1673-565X
Y1 - 2011
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1000519
Abstract: The Arlequin framework proposed by Ben Dhia in 1998 is a flexible and robust method for conducting global/Local analysis of structures and materials. A penalty version of the Arlequin framework for the study of structural problems involving large deformation is considered here. The implementation of the penalty-based Arlequin framework into ABAQUS is then explored and the corresponding Arlequin user element subroutine is developed. Geometric nonlinear simulations of a cantilever beam and a shallow arch are conducted and the choice of the coupling operator with an appropriate penalty parameter is studied. The numerical results justify the feasibility of the proposed method, ensuring its further application to more complicated problems involving geometric or material nonlinearities.
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