Linear buckling and vibration analysis of plates, curved panels and cylindrical shells using semi-analytical finite strip method

  • سال انتشار: 1398
  • محل انتشار: بیست و چهارمین کنفرانس سالانه بین المللی انجمن مهندسان مکانیک ایران
  • کد COI اختصاصی: ISME24_769
  • زبان مقاله: انگلیسی
  • تعداد مشاهده: 325
دانلود فایل این مقاله

نویسندگان

Abdolvahhab Rostami Javanani

Department of Aerospace Engineering, Amirkabir University of Technology, Tehran, Iran

Hamidreza Ovesy

Department of Aerospace Engineering, Amirkabir University of Technology, Tehran, Iran

Sina Jahedi

Department of Aerospace Engineering, Amirkabir University of Technology, Tehran, Iran

چکیده

In the current paper, the linear eigen buckling and vibration analysis of various composite laminated structures such as flat plates, curved panels and cylindrical shell are investigated individually. The method of analysis is the semi-analytical finite strip approach which is based on the full energy methods. In this method, the energies including potential, kinetic and external work integrations are computed analytically by implementing of trigonometric functions in the longitudinal direction of the strip. In comparison to the FEM, this method convergence needs small number of degrees of freedom which lead to less CPU time requirement. In semi-analytical approach, the estimate trigonometric functions limits the boundary conditions of the loaded ends of the strip to the simple supported and clamped ones. The first-order Lagrange and the third-order Hermitian shape functions are utilized for the transverse and longitudinal directions respectively to estimate in-plane and out of plane displacements. It is noted that in this paper the linear buckling and vibration analysis are investigated for both thick and thin structures and the linear layerwise theory is used for all cases. According to the authors knowledge the incorporation of layerwise theory into the formulations of the semi-analytical finite strip method for the buckling and vibration analysis of the structures has not been attempted elsewhere. To validate the results, some case studies results are compared with the commercial software ANSYS as well as those available in the literature.

کلیدواژه ها

مقالات مرتبط جدید

اطلاعات بیشتر در مورد COI

COI مخفف عبارت CIVILICA Object Identifier به معنی شناسه سیویلیکا برای اسناد است. COI کدی است که مطابق محل انتشار، به مقالات کنفرانسها و ژورنالهای داخل کشور به هنگام نمایه سازی بر روی پایگاه استنادی سیویلیکا اختصاص می یابد.

کد COI به مفهوم کد ملی اسناد نمایه شده در سیویلیکا است و کدی یکتا و ثابت است و به همین دلیل همواره قابلیت استناد و پیگیری دارد.