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Polya Counting Theory Applied to Combination of Edge Conditions for Generally Shaped Isotropic Plates

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Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/83182

Title: Polya Counting Theory Applied to Combination of Edge Conditions for Generally Shaped Isotropic Plates
Authors: Narita, Yoshihiro Browse this author →KAKEN DB
Keywords: Counting problem
combinatory mathematics
plate shape
Polya counting theory
structural response
Issue Date: Aug-2019
Publisher: The Center of Technology, Faculty of Engineering, University of Hasanuddin
Journal Title: EPI International Journal of Engineering
Volume: 2
Issue: 2
Start Page: 194
End Page: 202
Publisher DOI: 10.25042/epi-ije.082019.16
Abstract: Structural behaviors of plate components, such as internal stress, deflection, buckling and dynamic response, are important in the structural design of aerospace, mechanical, civil and other industries. These behaviors are known to be affected not only by plate shapes and material properties but also by edge conditions. Any one of the three classical edge conditions in bending, namely free, simply supported and clamped edges, may be used to model the constraint along an edge of plates. Along the entre boundary with plural edges, there exist a wide variety of combinations in the entire plate boundary, each giving different values of structural responses. For counting the total number of possible combinations, the present paper considers Polya counting theory in combinatorial mathematics. For various plate shapes, formulas are derived for counting exact numbers in combination. In some examples, such combinations are confirmed in the figures by a trial and error approach.
Type: article
URI: http://hdl.handle.net/2115/83182
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 成田 吉弘

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