Analysis of Effects External Pressures and Stiffeners on Vibration of Sandwich Cylindrical Shell Based on Energy Method under Asymmetrical Boundary Conditions

Message:
Article Type:
Research/Original Article (دارای رتبه معتبر)
Abstract:
In this paper presents the effects external pressures and stiffeners on vibration of sandwich cylindrical shell based on energy method under asymmetrical boundary conditions. The sandwich shell is formed by three layers where the inner and outer layers are stainless steel and the middle layer is aluminum. The sandwich cylindrical shell equations are established based on first order shear deformation theory (FSDT). The governing equations of motion were employed, using energy functional and by applying the Ritz method. The asymmetrical boundary conditions represented by end conditions of the sandwich cylindrical shell are clamped-free (CF), clamped-simply support (C-SS) and free- simply support (F-SS). The presented results are compared with those available in the literature and great agreement is observed. Finally, the effects asymmetrical boundary conditions, external pressures and stiffeners on vibration of sandwich cylindrical shell are studied.
Language:
Persian
Published:
Journal of Mechanical Engineering, Volume:49 Issue: 2, 2019
Pages:
179 to 187
magiran.com/p1974773  
دانلود و مطالعه متن این مقاله با یکی از روشهای زیر امکان پذیر است:
اشتراک شخصی
با عضویت و پرداخت آنلاین حق اشتراک یک‌ساله به مبلغ 1,390,000ريال می‌توانید 70 عنوان مطلب دانلود کنید!
اشتراک سازمانی
به کتابخانه دانشگاه یا محل کار خود پیشنهاد کنید تا اشتراک سازمانی این پایگاه را برای دسترسی نامحدود همه کاربران به متن مطالب تهیه نمایند!
توجه!
  • حق عضویت دریافتی صرف حمایت از نشریات عضو و نگهداری، تکمیل و توسعه مگیران می‌شود.
  • پرداخت حق اشتراک و دانلود مقالات اجازه بازنشر آن در سایر رسانه‌های چاپی و دیجیتال را به کاربر نمی‌دهد.
In order to view content subscription is required

Personal subscription
Subscribe magiran.com for 70 € euros via PayPal and download 70 articles during a year.
Organization subscription
Please contact us to subscribe your university or library for unlimited access!