Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading

Split Hopkinson pressure bars (SHBP) were used to perform impact experiments on frozen soil under various impact velocities and temperatures to analyze the effect of these parameters on the mechanical behavior of the soil. Based on the Holmquist-Johnson-Cook constitutive model, the dynamic mechanica...

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Main Authors: Dan Zhang, Zhiwu Zhu, Zhijie Liu
Format: Article
Language:English
Published: Wiley 2016-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2016/3049097
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author Dan Zhang
Zhiwu Zhu
Zhijie Liu
author_facet Dan Zhang
Zhiwu Zhu
Zhijie Liu
author_sort Dan Zhang
collection DOAJ
description Split Hopkinson pressure bars (SHBP) were used to perform impact experiments on frozen soil under various impact velocities and temperatures to analyze the effect of these parameters on the mechanical behavior of the soil. Based on the Holmquist-Johnson-Cook constitutive model, the dynamic mechanical properties under impact loading were analyzed. The SHPB experiments of frozen soil were also simulated using the finite element analysis software LS-DYNA, and the simulation results were similar to the experimental results. The temperature effect, strain rate effect, and the destruction process of the frozen soil as well as the propagation process of stress waves in the incident bar, transmission bar, and frozen soil specimen were investigated. This work provides a good theoretical basis and technical support for frozen soil engineering applications.
format Article
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issn 1070-9622
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language English
publishDate 2016-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-a5d93789a34c48e1b49574369ea0ee4f2025-08-20T02:20:49ZengWileyShock and Vibration1070-96221875-92032016-01-01201610.1155/2016/30490973049097Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact LoadingDan Zhang0Zhiwu Zhu1Zhijie Liu2School of Mechanics and Engineering, Southwest Jiaotong University, Chengdu 610031, ChinaSchool of Mechanics and Engineering, Southwest Jiaotong University, Chengdu 610031, ChinaSchool of Mechanics and Engineering, Southwest Jiaotong University, Chengdu 610031, ChinaSplit Hopkinson pressure bars (SHBP) were used to perform impact experiments on frozen soil under various impact velocities and temperatures to analyze the effect of these parameters on the mechanical behavior of the soil. Based on the Holmquist-Johnson-Cook constitutive model, the dynamic mechanical properties under impact loading were analyzed. The SHPB experiments of frozen soil were also simulated using the finite element analysis software LS-DYNA, and the simulation results were similar to the experimental results. The temperature effect, strain rate effect, and the destruction process of the frozen soil as well as the propagation process of stress waves in the incident bar, transmission bar, and frozen soil specimen were investigated. This work provides a good theoretical basis and technical support for frozen soil engineering applications.http://dx.doi.org/10.1155/2016/3049097
spellingShingle Dan Zhang
Zhiwu Zhu
Zhijie Liu
Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
Shock and Vibration
title Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
title_full Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
title_fullStr Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
title_full_unstemmed Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
title_short Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
title_sort dynamic mechanical behavior and numerical simulation of frozen soil under impact loading
url http://dx.doi.org/10.1155/2016/3049097
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AT zhiwuzhu dynamicmechanicalbehaviorandnumericalsimulationoffrozensoilunderimpactloading
AT zhijieliu dynamicmechanicalbehaviorandnumericalsimulationoffrozensoilunderimpactloading