Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method

Analysis of rectangular plates on a rising elastic foundation is common when designing the foundation of civil, traffic, and irrigation works. The current research presents the results of the analysis of rectangular plates on rising Winkler elastic and two-parameter foundation using the finite diffe...

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Main Author: T. H. Nguyen
Format: Article
Language:English
Published: D. G. Pylarinos 2019-08-01
Series:Engineering, Technology & Applied Science Research
Subjects:
Online Access:https://etasr.com/index.php/ETASR/article/view/2843
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spelling doaj-08d9bf3e550c462f9651d23e9e622c462020-12-02T17:32:34ZengD. G. PylarinosEngineering, Technology & Applied Science Research2241-44871792-80362019-08-0194826Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference MethodT. H. Nguyen0Department of Civil Engineering, Vinh University, VietnamAnalysis of rectangular plates on a rising elastic foundation is common when designing the foundation of civil, traffic, and irrigation works. The current research presents the results of the analysis of rectangular plates on rising Winkler elastic and two-parameter foundation using the finite difference method. The computational programming was done on Matlab. The results of the research verify the accuracy of the FEM and are in agreement with findings in the literature. In addition, this research also compares the calculation results of two foundation models and investigates the change of plate height ratio to plate size. https://etasr.com/index.php/ETASR/article/view/2843finite difference methodKirchhoff’s plateWinkler foundationstwo-parameter elastic foundation
collection DOAJ
language English
format Article
sources DOAJ
author T. H. Nguyen
spellingShingle T. H. Nguyen
Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method
Engineering, Technology & Applied Science Research
finite difference method
Kirchhoff’s plate
Winkler foundations
two-parameter elastic foundation
author_facet T. H. Nguyen
author_sort T. H. Nguyen
title Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method
title_short Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method
title_full Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method
title_fullStr Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method
title_full_unstemmed Analysis of Rectangular Plates on Resting Winkler and Two-Parameter Elastic Foundation Models by Finite Difference Method
title_sort analysis of rectangular plates on resting winkler and two-parameter elastic foundation models by finite difference method
publisher D. G. Pylarinos
series Engineering, Technology & Applied Science Research
issn 2241-4487
1792-8036
publishDate 2019-08-01
description Analysis of rectangular plates on a rising elastic foundation is common when designing the foundation of civil, traffic, and irrigation works. The current research presents the results of the analysis of rectangular plates on rising Winkler elastic and two-parameter foundation using the finite difference method. The computational programming was done on Matlab. The results of the research verify the accuracy of the FEM and are in agreement with findings in the literature. In addition, this research also compares the calculation results of two foundation models and investigates the change of plate height ratio to plate size.
topic finite difference method
Kirchhoff’s plate
Winkler foundations
two-parameter elastic foundation
url https://etasr.com/index.php/ETASR/article/view/2843
work_keys_str_mv AT thnguyen analysisofrectangularplatesonrestingwinklerandtwoparameterelasticfoundationmodelsbyfinitedifferencemethod
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