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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D. G. Pylarinos
2019-08-01
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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.
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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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1724404695392321536 |