کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
308459 513554 2015 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
A closed form solution for the impact analysis of elastic ellipsoidal thin shells
ترجمه فارسی عنوان
یک راه حل فرم بسته برای تجزیه و تحلیل تاثیر پوسته نازک الیاف نازک
کلمات کلیدی
ضربه با مانع، پوسته الی فسفات، راه حل فرم بسته
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی

In this paper the impact of a hollow elastic ellipsoidal thin shell with an elastic flat half space is analyzed. Due to the nonlinearity and complexity of the impact equation, classical numerical solutions cannot be employed. A closed-form solution for this problem is accomplished, using Hertzian theory [6] and the Vella’s analysis [17] in conjunction with the Newtonian method and a linearization scheme. The closed-form solution facilitates a parametric study of this problem. In next step, the closed-form analytical solution is validated by other research studies and explicit finite element method. Good agreement between the closed-form solution and other numerical results is observed. Based on the closed-form solution the maximum total deformation of the shell, the maximum transmitted force and the time duration of the contact were determined. The variations of the total deflection and the transmitted force as a function of the shell thickness and the different geometry of the shell were also determined. Finally it is concluded that the closed form equations are trustworthy and appropriate to investigate the impact of elastic ellipsoidal shells.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 93, August 2015, Pages 54–63
نویسندگان
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