SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet

The process of concrete breaking by a high-speed water jet was simulated in this study based on the coupled method of smoothed particle hydrodynamics and the finite element method. The Riedel–Hiermaier–Thoma constitutive model was adopted to describe the mechanical characteristics of the concrete ma...

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Main Authors: Ran Yu, Xiangwei Dong, Zengliang Li, Mingchao Du, Qi Zhang
Format: Article
Language:English
Published: AIP Publishing LLC 2021-04-01
Series:AIP Advances
Online Access:http://dx.doi.org/10.1063/5.0049213
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spelling doaj-6b8bc1a6b5f14a74aa5c5fb10c8520ed2021-05-04T14:07:17ZengAIP Publishing LLCAIP Advances2158-32262021-04-01114045226045226-1410.1063/5.0049213SPH-FEM simulation of concrete breaking process due to impact of high-speed water jetRan Yu0Xiangwei Dong1Zengliang Li2Mingchao Du3Qi Zhang4College of Mechanical and Electronic Engineering, China University of Petroleum (East China), 66 Changjiang Rd., Huangdao District, Qingdao 266580, ChinaCollege of Mechanical and Electronic Engineering, China University of Petroleum (East China), 66 Changjiang Rd., Huangdao District, Qingdao 266580, ChinaCollege of Mechanical and Electronic Engineering, China University of Petroleum (East China), 66 Changjiang Rd., Huangdao District, Qingdao 266580, ChinaCollege of Mechanical and Electronic Engineering, China University of Petroleum (East China), 66 Changjiang Rd., Huangdao District, Qingdao 266580, ChinaCollege of Mechanical and Electronic Engineering, China University of Petroleum (East China), 66 Changjiang Rd., Huangdao District, Qingdao 266580, ChinaThe process of concrete breaking by a high-speed water jet was simulated in this study based on the coupled method of smoothed particle hydrodynamics and the finite element method. The Riedel–Hiermaier–Thoma constitutive model was adopted to describe the mechanical characteristics of the concrete material. Various impact velocities (250–800 m/s) and jet diameters (1.0–3.0 mm) were simulated to investigate the effect of incident parameters on the dynamic responses and damage behaviors of the concrete material. The simulation results were also verified by water-jet impact experiments. The results show that the model can reproduce the nonlinear behaviors of concrete due to the impact of the water jet, including crack propagation, large deformation of the crushing crater, and penetration. For the constant jet diameter, a critical velocity of water-jet flow is identified. Lateral cracks can be generated inside concrete when the impact velocity exceeds the critical velocity, which can enhance the water-jet capability significantly to damage the concrete. The evolution process of the concrete crushing crater is also obtained. The initial shape of the crushing crater is “ω-shaped” and then gradually transforms into “V-shaped” until being penetrated by the water jet. The section shape of the concrete crushing hole is trapezoidal after penetration. For impact velocity v ranging from 250 to 500 m/s, the size of the concrete crushing hole increases with the increase in v, and the section shape tends to be rectangular. If v exceeds 500 m/s, the size and section shape no longer change significantly. It was also found that the greater the diameter of the water jet, the more the sensitivity of crushing hole size on water-jet velocity.http://dx.doi.org/10.1063/5.0049213
collection DOAJ
language English
format Article
sources DOAJ
author Ran Yu
Xiangwei Dong
Zengliang Li
Mingchao Du
Qi Zhang
spellingShingle Ran Yu
Xiangwei Dong
Zengliang Li
Mingchao Du
Qi Zhang
SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet
AIP Advances
author_facet Ran Yu
Xiangwei Dong
Zengliang Li
Mingchao Du
Qi Zhang
author_sort Ran Yu
title SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet
title_short SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet
title_full SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet
title_fullStr SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet
title_full_unstemmed SPH-FEM simulation of concrete breaking process due to impact of high-speed water jet
title_sort sph-fem simulation of concrete breaking process due to impact of high-speed water jet
publisher AIP Publishing LLC
series AIP Advances
issn 2158-3226
publishDate 2021-04-01
description The process of concrete breaking by a high-speed water jet was simulated in this study based on the coupled method of smoothed particle hydrodynamics and the finite element method. The Riedel–Hiermaier–Thoma constitutive model was adopted to describe the mechanical characteristics of the concrete material. Various impact velocities (250–800 m/s) and jet diameters (1.0–3.0 mm) were simulated to investigate the effect of incident parameters on the dynamic responses and damage behaviors of the concrete material. The simulation results were also verified by water-jet impact experiments. The results show that the model can reproduce the nonlinear behaviors of concrete due to the impact of the water jet, including crack propagation, large deformation of the crushing crater, and penetration. For the constant jet diameter, a critical velocity of water-jet flow is identified. Lateral cracks can be generated inside concrete when the impact velocity exceeds the critical velocity, which can enhance the water-jet capability significantly to damage the concrete. The evolution process of the concrete crushing crater is also obtained. The initial shape of the crushing crater is “ω-shaped” and then gradually transforms into “V-shaped” until being penetrated by the water jet. The section shape of the concrete crushing hole is trapezoidal after penetration. For impact velocity v ranging from 250 to 500 m/s, the size of the concrete crushing hole increases with the increase in v, and the section shape tends to be rectangular. If v exceeds 500 m/s, the size and section shape no longer change significantly. It was also found that the greater the diameter of the water jet, the more the sensitivity of crushing hole size on water-jet velocity.
url http://dx.doi.org/10.1063/5.0049213
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