Meshless Local Petrov-Galerkin (MLPG) method for dynamic analysis of non-symmetric nanocomposite cylindrical shell

نویسندگانMosavi Nezhad Seyed Mojtaba,Yaser Sadeghi Ferezghi,Mohamad R. Sohrabi
نشریهStructural Engineering and Mechanics
شماره صفحات679-698
شماره سریال74
شماره مجلد5
ضریب تاثیر (IF)0.927
نوع مقالهFull Paper
تاریخ انتشار2020
رتبه نشریهISI
نوع نشریهالکترونیکی
کشور محل چاپایران
نمایه نشریهJCR،Scopus

چکیده مقاله

In this paper, the meshless local Petrov-Galerkin (MLPG) method is developed for dynamic analysis of non-symmetric nanocomposite cylindrical shell equations of elastic wave motion with nonlinear grading patterns under shock loading. The mechanical properties of the nanocomposite cylinder are obtained based on a micro-mechanical model. In this study, four kinds of grading patterns are assumed for carbon nanotube mechanical properties. The displacements can be approximated using shape function so, the multiquadrics (MQ) Radial Basis Functions (RBF) are used as the shape function. In order to discretize the derived equations in time domains, the Newmark time approximation scheme with suitable time step is used. To demonstrate the accuracy of the present method for dynamic analysis, at the first a problem verifies with analytical solution and then the present method compares with the finite element method (FEM), finally, the present method verifies by using the element free Galerkin (EFG) method. The comparison shows the high capacity and accuracy of the present method in the dynamic analysis of cylindrical shells. The capability of the present method to dynamic analysis of non-symmetric nanocomposite cylindrical shell is demonstrated by dynamic analysis of the cylinder with different kinds of grading patterns and angle of nanocomposite reinforcements. The present method shows high accuracy, efficiency and capability to dynamic analysis of non-symmetric nanocomposite cylindrical shell, which it furnishes a ground for a more flexible design

لینک ثابت مقاله

tags: MLPG; cylindrical shell; nanocomposite; radial basis functions; dynamic analysis; shock loading