Modelling of the two-dimensional viscid incompressible flow by quadrilateral finite elements

Kačeniauskas, Arnas; Kačianauskas, Rimantas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/147437

Modelling of the two-dimensional viscid incompressible flow by quadrilateral finite elements

Details

Publication Type (CRIS)

Straipsnis nerecenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in non-peer-reviewed Lithuanian international conference proceedings (P2b)

Publication Type (eLABa)

Straipsnis nerecenzuotame konferencijos darbų leidinyje / Article in an un-reviewed conference proceedings (P2)

Author(s)

Author	Affiliation
Kačeniauskas, Arnas	Aplinkos apsaugos ir vandens inžinerijos katedra / Department of Environment Protection and Water Engineering (0356)
Kačianauskas, Rimantas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

Modelling of the two-dimensional viscid incompressible flow by quadrilateral finite elements

[en]

A. Kačeniauskas, R. Kačianauskas

Is part of

Modern building materials, structures and techniques : proceedings of 5th international conference, held on May 21-24, 1997, Vilnius, Lithuania

Published In

Year	Start Page	End Page
1997	142	147

Publisher

Vilnius : Technika, 1997

Extent

p. 142-147

URI

URI
https://hdl.handle.net/20.500.14911/147437

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The two-dimensional steady-state viscid incompressible flow in a sluicegate is investigated in this work. The sluicegate problem has a wide practical application in hydraulics. The solution domain of the problem has complicated boundaries. The useful boundary conditions are formulated taking into account physical and numerical experiments. This problem is solved by the finite element method. The Galerkin weighted residual approach is applied to the development of the finite element. An isoparametric quadrilateral finite elements are used.