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Modelling of ground-supported storage container using FEM

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Ground-supported cylindrical tanks are used to store a variety of liquids. This paper provides the theoretical background for numerical simulation by application FEM ALE FSI. Two models were used for calculating response of concrete open top rectangular liquid storage tanks - chipping channel. It was performed by application FEM (Model S) and FEM ALE FSI (Model F). The former uses an alternative approach of numerical FEM simulation where only solid domain of tank was modeled by FEM and the effect of fluid interaction was simulated as the static load acting onto the walls and the bottom of the tank. As an example case we will assume the ground supported rectangular endlessly long concrete shipping channel filled with water, without roof slab structure covering the channel and grounded on hard sub-soil.
Słowa kluczowe
Rocznik
Tom
Strony
55--60
Opis fizyczny
Bibliogr. 11 poz., rys., wykr.
Twórcy
  • Technical University of Košice, Faculty of Civil Engineering, Košice, Slovakia
Bibliografia
  • [1] Bathe K. J., Zhang H., Wang M. H., Finite Element Analysis of incompressible and compressible fluid flows with free surfaces and structural interaction, Computer & Structures, 56, 2/2, 193-213, 1995
  • [2] Jendželovský N., Baláž L., Modeling of a gravel base under the cylindrical tank. Advanced Material Research, 969, 249-252, 2014
  • [3] Krejsa M., Janas P., Krejsa V., Structural reliability analysis using DOProC method. Procedia Engineering, 142, 34-41, 2016
  • [4] Králik K., Králik J. jr., Probability assessment of analysis of high-rise buildings seismic resistence, Advanced Materials Research, 712-715, 929-936, 2013
  • [5] Kuklík P., Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction, Engineering Structures, 33, 1195-1204, 2011
  • [6] Melcer J., Dynamic Response of a Bridge Due to Moving Loads, Journal of Vibration Engineering & Technologies, 3, 2, 199-209, 2015
  • [7] Sumec J., Jendželovský N., Reinforced concrete water tank response under a seismic load, Roczniki Inżynierii Budowlanej, 8, 2008, KIB PAN O/Katowice, 71-76
  • [8] Taraba B. et al., CFD simulations of the effect of wind on the spontaneous heating of coal stockpiles, Fuel, DOI: 10.1016/j.fuel.2013.10.064, 118, 107-112, 2014
  • [9] Tvrdá K., Dický J., Topological Optimization of Girders, Selected Scientific Papers, Journal of Civil Engineering, 5, 3, 91-98, 2010
  • [10] Manual ADINA, 71 Elton Ave, Watertown, MA 02472, USA, ADINA R&D, Inc., October 2005
  • [11] EN 1998-4: 2006 Eurocode 8, Design of structures for earthquake resistance, Part 4: Silos, Tanks and Pipelines, CEN, Brussels, 2006
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-bf1716ef-3759-439f-a98b-f35229de9861
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