A Size-dependent Bernoulli-Euler Beam Formulation based on a New Model of Couple Stress Theory
محل انتشار: ماهنامه بین المللی مهندسی، دوره: 27، شماره: 6
سال انتشار: 1393
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 836
فایل این مقاله در 10 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_IJE-27-6_014
تاریخ نمایه سازی: 17 خرداد 1393
چکیده مقاله:
In this paper, a size-dependent formulation for the Bernoulli-Euler beam is developed based on a new model of couple stress theory presented by Hadjesfandiari and Dargush. The constitutive equationobtained in this new model, consists of only one length scale parameter that is capable of capturing themicro-structural size effect in predicting the mechanical behavior of the structure. Having one length scale parameter is claimed to be an advantage of the model in comparison with the classical couple stress theory. The governing equations and boundary conditions of the Bernoulli-Euler beam aredeveloped using the variational formulation and the Hamilton principle. The static bending and free vibration problems of a Bernoulli-Euler beam with various boundary conditions are solved. Numerical results demonstrate that the value of deflection predicted by the new model is lower than that of theclassical theory. It is also found that natural frequencies obtained by the present couple stress model are higher than those predicted by the classical theory. The differences between results obtained by the present model and the classical theory become significant as the thickness of the beam gets close to the length scale parameter of the beam material
کلیدواژه ها:
نویسندگان
r Akbari Alashti
Department of Mechanical Engineering, Babol University of Technology, Babol, Iran
A. H. Abolghasemi
Department of Mechanical Engineering, Babol University of Technology, Babol, Iran