Formulations of the deformable foundation contact problems

Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesis. In this paper the flexible plate-foundation system is investigated as an interaction of separate elastic bodies, which lie on the contact surface. Such a problem formulation allowed to make m...

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Main Authors: Stanislovas Kalanta, Andrius Grigusevičius, Antanas Krutinis
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2002-03-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/9076
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spelling doaj-573d18c2f6804250a7d7568681c3e82a2021-07-02T03:52:04ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052002-03-018110.3846/13923730.2002.10531249Formulations of the deformable foundation contact problemsStanislovas Kalanta0Andrius Grigusevičius1Antanas Krutinis2Dept of Structural Mechanics , Vilnius Gediminas Technical University , Saulėtekio al. 11, LT-2040 , Vilnius , LithuaniaDept of Structural Mechanics , Vilnius Gediminas Technical University , Saulėtekio al. 11, LT-2040 , Vilnius , LithuaniaDept of Structural Mechanics , Vilnius Gediminas Technical University , Saulėtekio al. 11, LT-2040 , Vilnius , Lithuania Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesis. In this paper the flexible plate-foundation system is investigated as an interaction of separate elastic bodies, which lie on the contact surface. Such a problem formulation allowed to make more exact the stress and strain distribution in the construction and the contact surface, to estimate the dead weight of the foundation. The presented numerical examples are realised using computer programme COSMOS/M. The obtained results show evidently the expediency of the new method application in practice. First Published Online: 30 Jul 2012 http://journals.vgtu.lt/index.php/JCEM/article/view/9076deformable foundationvariational formulationsfinite element method
collection DOAJ
language English
format Article
sources DOAJ
author Stanislovas Kalanta
Andrius Grigusevičius
Antanas Krutinis
spellingShingle Stanislovas Kalanta
Andrius Grigusevičius
Antanas Krutinis
Formulations of the deformable foundation contact problems
Journal of Civil Engineering and Management
deformable foundation
variational formulations
finite element method
author_facet Stanislovas Kalanta
Andrius Grigusevičius
Antanas Krutinis
author_sort Stanislovas Kalanta
title Formulations of the deformable foundation contact problems
title_short Formulations of the deformable foundation contact problems
title_full Formulations of the deformable foundation contact problems
title_fullStr Formulations of the deformable foundation contact problems
title_full_unstemmed Formulations of the deformable foundation contact problems
title_sort formulations of the deformable foundation contact problems
publisher Vilnius Gediminas Technical University
series Journal of Civil Engineering and Management
issn 1392-3730
1822-3605
publishDate 2002-03-01
description Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesis. In this paper the flexible plate-foundation system is investigated as an interaction of separate elastic bodies, which lie on the contact surface. Such a problem formulation allowed to make more exact the stress and strain distribution in the construction and the contact surface, to estimate the dead weight of the foundation. The presented numerical examples are realised using computer programme COSMOS/M. The obtained results show evidently the expediency of the new method application in practice. First Published Online: 30 Jul 2012
topic deformable foundation
variational formulations
finite element method
url http://journals.vgtu.lt/index.php/JCEM/article/view/9076
work_keys_str_mv AT stanislovaskalanta formulationsofthedeformablefoundationcontactproblems
AT andriusgrigusevicius formulationsofthedeformablefoundationcontactproblems
AT antanaskrutinis formulationsofthedeformablefoundationcontactproblems
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