Numerical Modelling of Fluid Domain Flow in Open Top Channel

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242938" target="_blank" >RIV/61989100:27120/19:10242938 - isvavai.cz</a>
Result on the web
<a href="http://10.1007/978-3-030-18359-2_12" target="_blank" >http://10.1007/978-3-030-18359-2_12</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-030-18359-2_12" target="_blank" >10.1007/978-3-030-18359-2_12</a>

Result language
angličtina
Original language name
Numerical Modelling of Fluid Domain Flow in Open Top Channel
Original language description
Ground-supported liquid-transporting structures are used to store and transport of fluid. Water flow in open channel deals with the equilibrium forces in the fluid. The fluid develops pressure on the channel. During an earthquake, the fluid exerts hydrodynamic impulsive and hydrodynamic convective pressures together with hydrostatic pressure on tank walls and bottom of the ground-supported fluid filling endlessly long channel. This paper provides a theoretical background for the specification of fluid effect on the liquid-filled rectangular channel during ground motion. The numerical model of the seismic response of the fluid filling of endlessly long shipping channel was obtained by using finite element method (FEM) in software ADINA. The results from the numerical parametrization: mesh density of the 2D fluid region, mesh parameter 'PATTERN' of the 2D fluid region or 3D fluid region have to influence for finally the model of numerical simulation of water-filled channel grounded on the soil.
Czech name
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Czech description
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Type
C - Chapter in a specialist book
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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