Bending Solution for Simply Supported Annular Plates Using the Indirect Trefftz Boundary Method
(ندگان)پدیدآور
Ghannadiasl, AminNoorzad, Asadollahنوع مدرک
TextResearch Papers
زبان مدرک
Englishچکیده
This paper presents the bending analysis of annular plates by the indirect Trefftz boundary approach. The formulation for thin and thick plates is based on the Kirchhoff plate theory and the Reissner plate theory. The governing equations are therefore a fourth-order boundary value problem and a sixth-order boundary value problem, respectively. The Trefftz method employs the complete set of solutions satisfying the governing equation. The main benefit of the Trefftz boundary method is that it does not involve singular integrals because of the properties of its solution basis functions. It can therefore be classified into the regular boundary element method. The present method is simple and efficient in comparison with the other methods. In addition, the boundary conditions can be embedded in this method. Finally, several numerical examples are shown to illustrate the efficiency and simplicity of the current approach.
کلید واژگان
Annular PlatesIndirect Trefftz Method
Kirchhoff Plate Theory
Reissner Plate Theory
Structural Engineering
شماره نشریه
1تاریخ نشر
2016-06-011395-03-12
ناشر
University of Tehranسازمان پدید آورنده
Faculty of Engineering, University of Mohaghegh ArdabiliSchool of Civil Engineering, the University of Tehran
شاپا
2322-20932423-6691




