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bending solution for simply supported annular plates using the indirect trefftz boundary method
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نویسنده
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ghannadiasl amin ,noorzad asadollah
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منبع
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civil engineering infrastructures journal - 2016 - دوره : 49 - شماره : 1 - صفحه:127 -138
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چکیده
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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 fourthorder boundary value problem and a sixthorder 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.
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کلیدواژه
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annular plates ,indirect trefftz method ,kirchhoff plate theory ,reissner plate theory
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آدرس
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university of mohaghegh ardabili, faculty of engineering, ایران, university of tehran, school of civil engineering, college of engineering, ایران
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پست الکترونیکی
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noorzad@ut.ac.ir
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Authors
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