Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers

In this study, a Smoothed Particle Hydrodynamics (SPH) model for fluid-solid interaction is developed considering the effect of water flow transient impact, water pressure and velocity around a bridge pier. Two common types of bridge pier shape consisting of rectangular and circular piers are analyz...

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Main Authors: Long Nguyen-Ngoc, Tu Anh Do, Thuan Huu Nguyen, Tien Duy Nguyen, Anh Tuan Tran, Nam Xuan Ho, Dinh Hai Nguyen
Format: Article
Language:English
Published: Tamkang University Press 2023-04-01
Series:Journal of Applied Science and Engineering
Subjects:
Online Access:http://jase.tku.edu.tw/articles/jase-202310-26-10-0012
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author Long Nguyen-Ngoc
Tu Anh Do
Thuan Huu Nguyen
Tien Duy Nguyen
Anh Tuan Tran
Nam Xuan Ho
Dinh Hai Nguyen
author_facet Long Nguyen-Ngoc
Tu Anh Do
Thuan Huu Nguyen
Tien Duy Nguyen
Anh Tuan Tran
Nam Xuan Ho
Dinh Hai Nguyen
author_sort Long Nguyen-Ngoc
collection DOAJ
description In this study, a Smoothed Particle Hydrodynamics (SPH) model for fluid-solid interaction is developed considering the effect of water flow transient impact, water pressure and velocity around a bridge pier. Two common types of bridge pier shape consisting of rectangular and circular piers are analyzed. The SPH predicted water pressure values and those calculated using the Computational Fluid Dynamics (CFD) method and the AASHTO LRFD bridge design specifications. The results show that the pier shape has a significant influence on the resultant water flow pressure acting on the pier. The values computed using the numerical methods (SPH and CFD) are similar but both smaller than that computed according to the AASHTO code when the fluid velocity is greater than 4 m/s acting on the rectangular pier. The obtained results can be used to examine the water flow velocity and pressure around bridge piers, and to evaluate the risk of soil scouring at the pier locations. The methodology proposed in this research can improve the accuracy of computed impact force values in bridge design.
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spelling doaj.art-389ccb9ea7b6401481366dd938fe4b5c2023-04-29T19:09:37ZengTamkang University PressJournal of Applied Science and Engineering2708-99672708-99752023-04-0126101471147910.6180/jase.202310_26(10).0012Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge PiersLong Nguyen-Ngoc0Tu Anh Do1Thuan Huu Nguyen2Tien Duy Nguyen3Anh Tuan Tran4Nam Xuan Ho5Dinh Hai Nguyen6Department of Bridge Engineering and Underground Infrastructure, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamDepartment of Bridge Engineering and Underground Infrastructure, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamDepartment of Bridge Engineering and Underground Infrastructure, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamDepartment of Bridge Engineering and Underground Infrastructure, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamDepartment of Bridge Engineering and Underground Infrastructure, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamDepartment of Bridge Engineering and Underground Infrastructure, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamDepartment of Construction Materials, University of Transport and Communications, No. 3 Cau Giay Street, Dong Da District, Hanoi, VietnamIn this study, a Smoothed Particle Hydrodynamics (SPH) model for fluid-solid interaction is developed considering the effect of water flow transient impact, water pressure and velocity around a bridge pier. Two common types of bridge pier shape consisting of rectangular and circular piers are analyzed. The SPH predicted water pressure values and those calculated using the Computational Fluid Dynamics (CFD) method and the AASHTO LRFD bridge design specifications. The results show that the pier shape has a significant influence on the resultant water flow pressure acting on the pier. The values computed using the numerical methods (SPH and CFD) are similar but both smaller than that computed according to the AASHTO code when the fluid velocity is greater than 4 m/s acting on the rectangular pier. The obtained results can be used to examine the water flow velocity and pressure around bridge piers, and to evaluate the risk of soil scouring at the pier locations. The methodology proposed in this research can improve the accuracy of computed impact force values in bridge design.http://jase.tku.edu.tw/articles/jase-202310-26-10-0012smoothed particle hydrodynamicsflow impact loadfluid pressurebridge pierpier-flow interaction
spellingShingle Long Nguyen-Ngoc
Tu Anh Do
Thuan Huu Nguyen
Tien Duy Nguyen
Anh Tuan Tran
Nam Xuan Ho
Dinh Hai Nguyen
Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers
Journal of Applied Science and Engineering
smoothed particle hydrodynamics
flow impact load
fluid pressure
bridge pier
pier-flow interaction
title Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers
title_full Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers
title_fullStr Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers
title_full_unstemmed Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers
title_short Smoothed Particle Hydrodynamics Simulation And Evaluation Of Water Flow Pressure On Bridge Piers
title_sort smoothed particle hydrodynamics simulation and evaluation of water flow pressure on bridge piers
topic smoothed particle hydrodynamics
flow impact load
fluid pressure
bridge pier
pier-flow interaction
url http://jase.tku.edu.tw/articles/jase-202310-26-10-0012
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