Experiment study on dynamic parameters of artificial polycrystalline ice

Zhan Yuan Zhu; Shi Jun Chen; Xian Zhang Ling; Li Na Wang; Qiong Lin Li

Experiment study on dynamic parameters of artificial polycrystalline ice

Zhan Yuan Zhu^*
, Shi Jun Chen
, Xian Zhang Ling
, Li Na Wang
, Qiong Lin Li

^*Corresponding author for this work

Sichuan Agricultural University
Chinese Academy of Sciences
School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journal › Article › peer-review

8 Scopus citations

Abstract

Based on the dynamic tri-axial tests at low temperature, the dynamic constitutive model and its parameters of artificial polycrystalline ice are studied under stepped axial cyclic loading. It is concluded that the dynamic constitutive relation of ice can be fitted by use of the linear viscoelastic model through the experiments under various temperatures and frequencies. Dynamic elastic modulus decreases with the rise of temperature, and increases with the rising frequency. Viscosity coefficient increases with the increasing temperature, and declines with the increase of frequency. Furthermore, the influences of temperature and frequency on the dynamic parameters of ice are interpreted rationally.

Original language	English
Pages (from-to)	762-766
Number of pages	5
Journal	Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
Volume	35
Issue number	4
State	Published - Apr 2013
Externally published	Yes

Keywords

Dynamic constitutive model and parameter
Dynamic tri-axial test at low temperature
Ice
Rail traffic loading
Stepped axial cyclic loading

Cite this

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title = "Experiment study on dynamic parameters of artificial polycrystalline ice",

abstract = "Based on the dynamic tri-axial tests at low temperature, the dynamic constitutive model and its parameters of artificial polycrystalline ice are studied under stepped axial cyclic loading. It is concluded that the dynamic constitutive relation of ice can be fitted by use of the linear viscoelastic model through the experiments under various temperatures and frequencies. Dynamic elastic modulus decreases with the rise of temperature, and increases with the rising frequency. Viscosity coefficient increases with the increasing temperature, and declines with the increase of frequency. Furthermore, the influences of temperature and frequency on the dynamic parameters of ice are interpreted rationally.",

keywords = "Dynamic constitutive model and parameter, Dynamic tri-axial test at low temperature, Ice, Rail traffic loading, Stepped axial cyclic loading",

author = "Zhu, \{Zhan Yuan\} and Chen, \{Shi Jun\} and Ling, \{Xian Zhang\} and Wang, \{Li Na\} and Li, \{Qiong Lin\}",

year = "2013",

month = apr,

language = "英语",

volume = "35",

pages = "762--766",

journal = "Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering",

issn = "1000-4548",

publisher = "Chinese Society of Civil Engineering",

number = "4",

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TY - JOUR

T1 - Experiment study on dynamic parameters of artificial polycrystalline ice

AU - Zhu, Zhan Yuan

AU - Chen, Shi Jun

AU - Ling, Xian Zhang

AU - Wang, Li Na

AU - Li, Qiong Lin

PY - 2013/4

Y1 - 2013/4

N2 - Based on the dynamic tri-axial tests at low temperature, the dynamic constitutive model and its parameters of artificial polycrystalline ice are studied under stepped axial cyclic loading. It is concluded that the dynamic constitutive relation of ice can be fitted by use of the linear viscoelastic model through the experiments under various temperatures and frequencies. Dynamic elastic modulus decreases with the rise of temperature, and increases with the rising frequency. Viscosity coefficient increases with the increasing temperature, and declines with the increase of frequency. Furthermore, the influences of temperature and frequency on the dynamic parameters of ice are interpreted rationally.

AB - Based on the dynamic tri-axial tests at low temperature, the dynamic constitutive model and its parameters of artificial polycrystalline ice are studied under stepped axial cyclic loading. It is concluded that the dynamic constitutive relation of ice can be fitted by use of the linear viscoelastic model through the experiments under various temperatures and frequencies. Dynamic elastic modulus decreases with the rise of temperature, and increases with the rising frequency. Viscosity coefficient increases with the increasing temperature, and declines with the increase of frequency. Furthermore, the influences of temperature and frequency on the dynamic parameters of ice are interpreted rationally.

KW - Dynamic constitutive model and parameter

KW - Dynamic tri-axial test at low temperature

KW - Ice

KW - Rail traffic loading

KW - Stepped axial cyclic loading

UR - https://www.scopus.com/pages/publications/84877260062

M3 - 文章

AN - SCOPUS:84877260062

SN - 1000-4548

VL - 35

SP - 762

EP - 766

JO - Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

JF - Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

IS - 4

ER -

Experiment study on dynamic parameters of artificial polycrystalline ice

Abstract

Keywords

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