The constitutive relation of rock under strong impact loading

Wen Xue Gao; Jun Yang; Feng Lei Huang

The constitutive relation of rock under strong impact loading

Wen Xue Gao^*, Jun Yang, Feng Lei Huang

^*此作品的通讯作者

机电学院

Beijing Institute of Technology

科研成果: 期刊稿件 › 文章 › 同行评审

15 引用（Scopus）

摘要

To study the dynamic response properties of brittle rock under strong impact loading, the stress.wave curves were measured using the planar impact technique. The mechanical properties and deformation characteristics of marble at the high strain rate (10⁴-10⁵ s^-1) were analyzed by Lagrangian analysis method. An experimental and computational study of mechanical parameters of marble were outlined. The constitutive relations of marble was obtained. And then, the mechanical properties of rock response to shock-wave loading were deeply discussed.

源语言	英语
页（从-至）	165-170
页数	6
期刊	Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology
卷	20
期	2
出版状态	已出版 - 2000

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title = "The constitutive relation of rock under strong impact loading",

abstract = "To study the dynamic response properties of brittle rock under strong impact loading, the stress.wave curves were measured using the planar impact technique. The mechanical properties and deformation characteristics of marble at the high strain rate (104-105 s-1) were analyzed by Lagrangian analysis method. An experimental and computational study of mechanical parameters of marble were outlined. The constitutive relations of marble was obtained. And then, the mechanical properties of rock response to shock-wave loading were deeply discussed.",

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author = "Gao, {Wen Xue} and Jun Yang and Huang, {Feng Lei}",

year = "2000",

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T1 - The constitutive relation of rock under strong impact loading

AU - Gao, Wen Xue

AU - Yang, Jun

AU - Huang, Feng Lei

PY - 2000

Y1 - 2000

N2 - To study the dynamic response properties of brittle rock under strong impact loading, the stress.wave curves were measured using the planar impact technique. The mechanical properties and deformation characteristics of marble at the high strain rate (104-105 s-1) were analyzed by Lagrangian analysis method. An experimental and computational study of mechanical parameters of marble were outlined. The constitutive relations of marble was obtained. And then, the mechanical properties of rock response to shock-wave loading were deeply discussed.

AB - To study the dynamic response properties of brittle rock under strong impact loading, the stress.wave curves were measured using the planar impact technique. The mechanical properties and deformation characteristics of marble at the high strain rate (104-105 s-1) were analyzed by Lagrangian analysis method. An experimental and computational study of mechanical parameters of marble were outlined. The constitutive relations of marble was obtained. And then, the mechanical properties of rock response to shock-wave loading were deeply discussed.

KW - Dynamical constitutive relations

KW - Lagrangian analysis

KW - Marble

KW - Mechanical properties

UR - http://www.scopus.com/inward/record.url?scp=15944419718&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:15944419718

SN - 1001-0645

VL - 20

SP - 165

EP - 170

JO - Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology

JF - Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology

IS - 2

ER -

The constitutive relation of rock under strong impact loading

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