Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method
A numerical analysis based on the meshless local Petrov- Galerkin (MLPG) method is proposed for a functionally graded material FGM (FGMfunctionally graded material) beam. The planar bending of the beam is considered with a transversal gradation of Young's modulus and a variable depth of the bea...
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doaj-caf06e5b9f0848d3b847b7b9e87fb1f92020-11-24T23:07:50ZengSciendoSlovak Journal of Civil Engineering1210-38961338-39732014-03-01221233610.2478/sjce-2014-0004sjce-2014-0004Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless MethodSátor Ladislav0Sládek Vladimír1Sládek Ján2Department of Mechanics, Institute of Constrution and Architecture, Slovak Academy of Sciences, Dúbravská cesta 9, 845 03 Bratislava 45, SlovakiaDepartment of Mechanics, Institute of Constrution and Architecture, Slovak Academy of Sciences, Dúbravská cesta 9, 845 03 Bratislava 45, SlovakiaDepartment of Mechanics, Institute of Constrution and Architecture, Slovak Academy of Sciences, Dúbravská cesta 9, 845 03 Bratislava 45, SlovakiaA numerical analysis based on the meshless local Petrov- Galerkin (MLPG) method is proposed for a functionally graded material FGM (FGMfunctionally graded material) beam. The planar bending of the beam is considered with a transversal gradation of Young's modulus and a variable depth of the beam. The collocation formulation is constructed from the equilibrium equations for the mechanical fields. Dirac's delta function is employed as a test function in the derivation of a strong formulation. The Moving Least Squares (MLS) approximation technique is applied for an approximation of the spatial variations of all the physical quantities. An investigation of the accuracy, the convergence of the accuracy, the computational efficiency and the effect of the level of the gradation of Young's modulus on the behaviour of coupled mechanical fields is presented in various boundary value problems for a rectangular beam with a functionally graded Young's modulus.http://www.degruyter.com/view/j/sjce.2014.22.issue-1/sjce-2014-0004/sjce-2014-0004.xml?format=INTPlanar bendingFGM beamMoving Least Squares approximation schememeshless local Petrov -Galerkin (MLPG) methodcollocation formulation |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Sátor Ladislav Sládek Vladimír Sládek Ján |
spellingShingle |
Sátor Ladislav Sládek Vladimír Sládek Ján Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method Slovak Journal of Civil Engineering Planar bending FGM beam Moving Least Squares approximation scheme meshless local Petrov -Galerkin (MLPG) method collocation formulation |
author_facet |
Sátor Ladislav Sládek Vladimír Sládek Ján |
author_sort |
Sátor Ladislav |
title |
Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method |
title_short |
Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method |
title_full |
Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method |
title_fullStr |
Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method |
title_full_unstemmed |
Analysis of Beams with Transversal Gradations of the Young's Modulus and Variable Depths by the Meshless Method |
title_sort |
analysis of beams with transversal gradations of the young's modulus and variable depths by the meshless method |
publisher |
Sciendo |
series |
Slovak Journal of Civil Engineering |
issn |
1210-3896 1338-3973 |
publishDate |
2014-03-01 |
description |
A numerical analysis based on the meshless local Petrov- Galerkin (MLPG) method is proposed for a functionally graded material FGM (FGMfunctionally graded material) beam. The planar bending of the beam is considered with a transversal gradation of Young's modulus and a variable depth of the beam. The collocation formulation is constructed from the equilibrium equations for the mechanical fields. Dirac's delta function is employed as a test function in the derivation of a strong formulation. The Moving Least Squares (MLS) approximation technique is applied for an approximation of the spatial variations of all the physical quantities. An investigation of the accuracy, the convergence of the accuracy, the computational efficiency and the effect of the level of the gradation of Young's modulus on the behaviour of coupled mechanical fields is presented in various boundary value problems for a rectangular beam with a functionally graded Young's modulus. |
topic |
Planar bending FGM beam Moving Least Squares approximation scheme meshless local Petrov -Galerkin (MLPG) method collocation formulation |
url |
http://www.degruyter.com/view/j/sjce.2014.22.issue-1/sjce-2014-0004/sjce-2014-0004.xml?format=INT |
work_keys_str_mv |
AT satorladislav analysisofbeamswithtransversalgradationsoftheyoungsmodulusandvariabledepthsbythemeshlessmethod AT sladekvladimir analysisofbeamswithtransversalgradationsoftheyoungsmodulusandvariabledepthsbythemeshlessmethod AT sladekjan analysisofbeamswithtransversalgradationsoftheyoungsmodulusandvariabledepthsbythemeshlessmethod |
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1725616754211684352 |