Discrete singular convolution method for bending analysis of Reissner/Mindlin plates using geometric transformation

被引：0

作者：

Civalek, Oemer ^{[1
]}

Emsen, Engin ^{[2
]}

机构：

[1] Akdeniz Univ, Fac Engn, Dept Civil Engn, Div Mech, TR-07058 Antalya, Turkey

[2] Akdeniz Univ, Fac Engn, Dept Civil Engn, Div Struct, TR-07058 Antalya, Turkey

来源：

STEEL AND COMPOSITE STRUCTURES | 2009年 / 9卷 / 01期

关键词：

Reissner-Mindlin plate; geometric transformation; plate; bending; discrete singular convolution; FREE-VIBRATION ANALYSIS; DIFFERENTIAL QUADRATURE METHOD; MINDLIN PLATES; RECTANGULAR-PLATES; ELEMENT; SHELLS; HDQ;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this study, a simple approach for bending analysis of Reissner-Mindlin plates is presented using the four-node quadrilateral domain transformation based on discrete singular convolution. In the proposed approach, irregular physical domain is transformed into a rectangular domain by using the geometric coordinate transformation. The DSC procedures are then applied to discrete the governing equations and boundary conditions. The accuracy of the proposed method is verified by comparison with known solutions obtained by other numerical or analytical methods. Results for Reissner-Mindlin plates show a satisfactory agreement with the analytical and numerical solutions.

引用

页码：59 / 75

页数：17

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