Open Access
ARTICLE
Coupled PIEM/FEM Algorithm Based on Mindlin-Reissner Plate Theory for Bending Analysis of Plates with Through-Thickness Hole
Advanced Institute of Manufacturing for High-tech Innovations and Department of Mechanical Engineering, National Chung Cheng University, 168, University Rd., Min-Hsiung, Chia-Yi, 621, Taiwan, R.O.C.
Department of Materials Science and Engineering, I-Shou University, No. 1, section 1, Shiuecheng Road, Dashu Shiang, Kaohsiung Country, Taiwan, 840, R.O.C.
Computer Modeling in Engineering & Sciences 2013, 92(6), 573-594. https://doi.org/10.3970/cmes.2013.092.573
Abstract
The Infinite Element Method (IEM) is widely used for the analysis of elastostatic structures containing singularities. In the IEM method, the problem domain is partitioned into multiple element layers, where the stiffness matrix of each layer is similar to that of the other layers in the discretized domain. However, in Mindlin-Reissner plate theory, the stiffness matrix varies through the layers of the plate, and thus the conventional IEM algorithm cannot be applied. Accordingly, the present study proposes a Plate Infinite Element Method (PIEM) in which the element stiffness matrix is separated into two sub-matrices; each being similar to the equivalent sub-matrix of the element layers above and below it. The validity of the proposed algorithm is demonstrated by comparing the results obtained for the deflection contour of a plate under four-point bending with those obtained using conventional ABAQUS Finite Element Method (FEM) software. The PIEM algorithm is then coupled with an FEM algorithm and used to investigate the effects of the hole size, hole position and hole profile / area on the bending strength (Sb) of plates containing through-thickness holes. In general, the results show that the combined PIEM/FEM algorithm provides an accurate and computationally efficient means of analyzing the bending behavior of plates containing through-thickness holes.Keywords
Cite This Article
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.