Analysis of the penalty version of the Arlequin framework for the prediction of structural responses with large deformations  

Analysis of the penalty version of the Arlequin framework for the prediction of structural responses with large deformations

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作  者:Hua QIAO Wei-qiu CHEN 

机构地区:[1]Department of Engineering Mechanics, Zhejiang University, Hangzhou 310027, China

出  处:《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》2011年第7期552-560,共9页浙江大学学报(英文版)A辑(应用物理与工程)

基  金:Project supported by the National Natural Science Foundation of China (No. 10725210);the National Basic Research Program (973) of China (No. 2009CB623200)

摘  要: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.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 ex- plored 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.

关 键 词:Global/Local analysis Geometric nonlinear analysis Penalty-based Arlequin method User defined element 

分 类 号:O342[理学—固体力学]

 

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