QUANTIFICATION OF HYDRODYNAMIC LOAD ON OVERFLOWED BRIDGE DECK USING 2D NUMERICAL SIMULATIONS
DOI:
https://doi.org/10.51704/cjce.2016.vol2.iss2.pp126-131Keywords:
ANSYS Fluent, 2D numerical simulation, hydrodynamic load, overflowed bridge deck, drag coefficientAbstract
The article describes quantification of hydrodynamic load of overflowed bridge deck. The load is caused by water flow around a bridge deck. Quantification of the load is an important input to assessment of a bridge deck stability when water level in a river channel reaches a lower edge of a bridge deck. Solution was pursued by using 2D numerical simulation of open channel flow in vertical plane created in ANSYS 15.0 software. Standard k-ε turbulence model was used Values of drag force and drag coefficient is result of computation. The article provides comparison of numerical simulation with physical experimental testing and result published in accessible resources.
Metrics
References
ANSYS FLUENT Theory Guide, Release 15.0. ANSYS, Inc., Canonsburg, Pennsyl., 2013.
BOOR, B., Kunštátský J., Patočka C. Hydraulika pro vodohospodářské stavby: celost. učebnice pro vys. školy. 1. vyd. Praha: Státní nakladatelství technické literatury, 1968, 516 s.
ČSN 73 6201. Projektování mostních objektů. Praha: Český normalizační institut, 2008.
ČSN 75 0250. Zásady navrhování a zatížení konstrukcí vodohospodářských staveb. Praha: Úřad pro technickou normalizaci, metrologii a státní zkušebnictví, 2012.
JEMPSON, M. Flood and Debris Loads on Bridges. The University of Queensland, Civil Engineering Department, 2000.
KERENYI, K., SOFU, T., GUO, J., BUSHRA, A. Hydrodynamic Forces on inundated bridge decks. Report No. FHWA-HRT-09-028. 2009.
MALAVASI, S., GUADAGNINI, A. Interactions between a rectangular cylinder and a free-surface flow. Journal of Fluids and Structures. November 2007.
PAVLÍČEK, M. Stanovení hydrodynamického zatížení přelévané mostovky s využitím 2D numerických simulací. Dipl. práce. Ústav vodních staveb FAST VUT v Brně. Brno, 2016.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Michal Pavlíček, Miroslav Špano, Aleš Dráb
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International Public License
Articles published in Czech Journal of Civil Engineering are licensed using Creative Commons License. Except where otherwise noted, individual articles in the Czech Journal of Civil Engineering are licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0).
