|کد مقاله||کد نشریه||سال انتشار||مقاله انگلیسی||ترجمه فارسی||نسخه تمام متن|
|309140||513585||2013||9 صفحه PDF||سفارش دهید||دانلود رایگان|
This paper presents the buckling analysis of stiffened plates, using both conventional and super finite element methods. Mindlin plate and Timoshenko beam theories are utilized so as to formulate the plate and stiffeners, respectively. The arbitrary oriented stiffeners can be positioned anywhere within the plate element and are not limited to be placed on nodal lines. Therefore, any configuration of plate and stiffeners can be modeled. Furthermore, extensive boundary conditions as well as general in-plane loading conditions can be considered using the proposed method. As the applied in-plane loads are not uniform, the buckling load is evaluated in two steps. First, the elasticity problem is solved to determine the stress distribution in prebuckling stage. Applying the principle of minimum potential energy, based on derived stress distribution, yields to the buckling equation of stiffened plates. Numerical examples are proposed to study the accuracy and efficiency of the developed super elements. Effects of various combinations of biaxial loads along with different boundary conditions on buckling characteristics of stiffened panels are also investigated.
► Buckling analysis of stiffened plates subjected to varying edge compression is presented.
► Accuracy and efficiency of super elements for the purpose of buckling analysis are established.
► Buckling behavior of stiffened plates with various edge conditions is investigated.
► Effect of different combinations of non-uniform biaxial loads on the buckling load is studied.
Journal: Thin-Walled Structures - Volume 64, March 2013, Pages 41–49