New formulae of circular plates on deformable foundation contact problem

Krutinis, Antanas; Grigusevičius, Andrius

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/135972

New formulae of circular plates on deformable foundation contact problem

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Krutinis, Antanas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Grigusevičius, Andrius	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

New formulae of circular plates on deformable foundation contact problem

[en]

Antanas Krutinis, Andrius Grigusevičius

Is part of

Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD]

Published In

Year	Start Page	End Page
2004	1	6

Publisher

Vilnius : Technika, 2004

Extent

p. 1-6

URI

URI
https://hdl.handle.net/20.500.14911/135972

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

The system ‘circular plate – deformable foundation’ solving is formulated as a contact problem. Therefore many questions arise when flexible bending plate is subjected by unequal distributed load. Analyzing such plates on deformable foundation modeled under Winkler’s hypothesis could be obtained only general settlement of the foundation. Bending strains of the circular plate are not evaluated enough in this case, since stresses and strains state is analyzed in the contact surface of the plate and foundation. This contact problems imperfection can be solved using elastic theory formulation methods for deformable foundation. There are not only solved some topical problems of circular plates on elastic foundation, made more exact stresses and strains states in this work, but also evaluated circular plate bending strains and the influence of deformable foundation deadweight.[...].