CIVILICA We Respect the Science
(ناشر تخصصی کنفرانسهای کشور / شماره مجوز انتشارات از وزارت فرهنگ و ارشاد اسلامی: ۸۹۷۱)

Novel Approximate Analytical Method for Nonlinear Vibration Analysis of Euler-Bernoulli and Rayleigh Beams

عنوان مقاله: Novel Approximate Analytical Method for Nonlinear Vibration Analysis of Euler-Bernoulli and Rayleigh Beams
شناسه ملی مقاله: ISME20_648
منتشر شده در بیستمین کنفرانس سالانه مهندسی مکانیک در سال 1391
مشخصات نویسندگان مقاله:

H. Rafieipour - M.Sc. Student, Department of Mechanical and Aerospace Engineering Shiraz University of Technology
A. Lotfavar - Assistant Professor, Department of Mechanical and Aerospace Engineering and Marine System Research Center Shiraz University of Technology
S. Mehrdad Tabatabaei - ۳M.Sc. Student, Department of Mechanical and Aerospace Engineering
Mohammad Abbaspour - M.Sc. in Mechanical Engineering;

خلاصه مقاله:
In this study, a new analytical method called Laplace iteration method (LIM) is used to investigate nonlinear vibration behavior of Euler-Bernoulli and Rayleigh beams with two different edge conditions subjected to axial load. Closed form solutions for natural frequencies, beam deflection, critical buckling and postbuckling loads are also presented. Furthermore, the effects of vibration amplitude, slenderness ratio and axial load on the nonlinear frequency and buckling load are discussed. Finally, the obtained results by the proposed method are compared with those available in literature. The results showed that LIM leads to highly accurate solutions which are valid for a wide range of vibration amplitudes meanwhile one or two iterations are enough for obtaining the results

کلمات کلیدی:
Laplace Iteration Method (LIM), Nonlinear Vibration, Euler-Bernoulli Beam, Rayleigh Beam,Slenderness Ratio, Vibration Amplitude

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/151971/