Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates

An approach is presented for solving plate bending problems using a high-order infinite element method (IEM) based on Mindlin–Reissner plate theory. In the proposed approach, the computational domain is partitioned into multiple layers of geometrically similar virtual elements which use only the dat...

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Main Authors: D. S. Liu, Y. W. Chen, C. J. Lu
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Mathematical Problems in Engineering
Online Access:http://dx.doi.org/10.1155/2020/9142193
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spelling doaj-91e93599444e45168b27afca70702f0c2020-11-25T01:59:27ZengHindawi LimitedMathematical Problems in Engineering1024-123X1563-51472020-01-01202010.1155/2020/91421939142193Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner PlatesD. S. Liu0Y. W. Chen1C. J. Lu2Department of Mechanical Engineering and Advanced Institute of Manufacturing with High-tech Innovations, National Chung Cheng University, Chiayi, TaiwanDepartment of Mechanical Engineering and Advanced Institute of Manufacturing with High-tech Innovations, National Chung Cheng University, Chiayi, TaiwanDepartment of Intelligent Manufacturing Engineering, Guangdong-Taiwan College of Industrial Science & Technology, Dongguan University of Technology, Dongguan, Guangdong, ChinaAn approach is presented for solving plate bending problems using a high-order infinite element method (IEM) based on Mindlin–Reissner plate theory. In the proposed approach, the computational domain is partitioned into multiple layers of geometrically similar virtual elements which use only the data of the boundary nodes. Based on the similarity, a reduction process is developed to eliminate virtual elements and overcome the problem that the conventional reduction process cannot be directly applied. Several examples of plate bending problems with complicated geometries are reported to illustrate the applicability of the proposed approach and the results are compared with those obtained using ABAQUS software. Finally, the bending behavior of a rectangular plate with a central crack is analyzed to demonstrate that the stress intensity factor (SIF) obtained using the high-order PIEM converges faster and closer than low-order PIEM to the analytical solution.http://dx.doi.org/10.1155/2020/9142193
collection DOAJ
language English
format Article
sources DOAJ
author D. S. Liu
Y. W. Chen
C. J. Lu
spellingShingle D. S. Liu
Y. W. Chen
C. J. Lu
Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates
Mathematical Problems in Engineering
author_facet D. S. Liu
Y. W. Chen
C. J. Lu
author_sort D. S. Liu
title Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates
title_short Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates
title_full Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates
title_fullStr Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates
title_full_unstemmed Development of High-Order Infinite Element Method for Bending Analysis of Mindlin–Reissner Plates
title_sort development of high-order infinite element method for bending analysis of mindlin–reissner plates
publisher Hindawi Limited
series Mathematical Problems in Engineering
issn 1024-123X
1563-5147
publishDate 2020-01-01
description An approach is presented for solving plate bending problems using a high-order infinite element method (IEM) based on Mindlin–Reissner plate theory. In the proposed approach, the computational domain is partitioned into multiple layers of geometrically similar virtual elements which use only the data of the boundary nodes. Based on the similarity, a reduction process is developed to eliminate virtual elements and overcome the problem that the conventional reduction process cannot be directly applied. Several examples of plate bending problems with complicated geometries are reported to illustrate the applicability of the proposed approach and the results are compared with those obtained using ABAQUS software. Finally, the bending behavior of a rectangular plate with a central crack is analyzed to demonstrate that the stress intensity factor (SIF) obtained using the high-order PIEM converges faster and closer than low-order PIEM to the analytical solution.
url http://dx.doi.org/10.1155/2020/9142193
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