Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis
Modelling the stress wave propagation in rock mass is a critical step to accurately assess the stability and damage of underground rock structures under dynamic loading. In this paper, the recently developed flat-top partition of unity (PU) based high-order approximation is coupled with Discontinuou...
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sg-ntu-dr.10356-1397442020-05-21T06:09:30Z Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis Liu, Xiaoying Zhao, Zhiye Ma, Shuqi School of Civil and Environmental Engineering Engineering::Civil engineering Stress Wave Propagation Flat-top Partition of Unity Method Modelling the stress wave propagation in rock mass is a critical step to accurately assess the stability and damage of underground rock structures under dynamic loading. In this paper, the recently developed flat-top partition of unity (PU) based high-order approximation is coupled with Discontinuous Deformation Analysis (DDA) method to simulate stress wave propagation. In this method, the continuous blocks in DDA method are discretized by flat-top PU mesh, which is generated independently of the problem domain. High-order polynomials are employed as local displacement approximation to improve the numerical accuracy. Furthermore, non-reflective boundary is incorporated into this method to model the infinite problem domain. Numerical examples are presented and analyzed to verify the accuracy and efficiency of this method. 2020-05-21T06:09:30Z 2020-05-21T06:09:30Z 2018 Journal Article Liu, X., Zhao, Z., & Ma, S. (2018). Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis. Engineering Analysis with Boundary Elements, 91, 110-123. doi:10.1016/j.enganabound.2018.03.015 0955-7997 https://hdl.handle.net/10356/139744 10.1016/j.enganabound.2018.03.015 2-s2.0-85044746553 91 110 123 en Engineering Analysis with Boundary Elements © 2018 Elsevier Ltd. All rights reserved. |
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Engineering::Civil engineering Stress Wave Propagation Flat-top Partition of Unity Method Liu, Xiaoying Zhao, Zhiye Ma, Shuqi Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
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Modelling the stress wave propagation in rock mass is a critical step to accurately assess the stability and damage of underground rock structures under dynamic loading. In this paper, the recently developed flat-top partition of unity (PU) based high-order approximation is coupled with Discontinuous Deformation Analysis (DDA) method to simulate stress wave propagation. In this method, the continuous blocks in DDA method are discretized by flat-top PU mesh, which is generated independently of the problem domain. High-order polynomials are employed as local displacement approximation to improve the numerical accuracy. Furthermore, non-reflective boundary is incorporated into this method to model the infinite problem domain. Numerical examples are presented and analyzed to verify the accuracy and efficiency of this method. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Liu, Xiaoying Zhao, Zhiye Ma, Shuqi |
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Article |
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Liu, Xiaoying Zhao, Zhiye Ma, Shuqi |
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Liu, Xiaoying |
title |
Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
title_short |
Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
title_full |
Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
title_fullStr |
Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
title_full_unstemmed |
Simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
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simulating stress wave with flat-top partition of unity based high-order discontinuous deformation analysis |
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2020 |
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https://hdl.handle.net/10356/139744 |
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