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Dynamic Analysis of stiffened thin plates using the element free Galerkin method

عنوان مقاله: Dynamic Analysis of stiffened thin plates using the element free Galerkin method
شناسه ملی مقاله: NSERS01_033
منتشر شده در همایش ملی زلزله و مقاوم سازی ساختمان در سال 1386
مشخصات نویسندگان مقاله:

Behshad - Faculty of Engineering , University of Sistan and Baluchistan, Zahedan, Iran
Avizesh - Faculty of Mechanical Engineering , K.N.Toosi university of technology , Tehran, Iran

خلاصه مقاله:
An element free Galerkin method (EFG) which a mesh-less method is presented analyze the model frequencies of stiffened tin plates. The present method uses moving least square approximation to construct shape functions based on a set of nodes scattered in the problem domain. The dynamic equations of the system are formulated using the element free Galerkin method. A numerical example is presented to demonstrate the convergence and efficiency of the present method.

کلمات کلیدی:
Element free Galerkin method , Mehless method , Stiffened thin plates , Moving least swuare approximation

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/35190/