Study on strength of rock material under dynamic triaxial compressive loads based on sliding crack model

H. B. Li; T. J. Li; J. Zhao; J. G. Gao; J. G. Jiang

Study on strength of rock material under dynamic triaxial compressive loads based on sliding crack model

H. B. Li, T. J. Li, J. Zhao, J. G. Gao, J. G. Jiang

Research output: Contribution to journal › Conference article › Other

Abstract

Sliding crack model is employed to simulate the strength of rock material under dynamic triaxial compressive loads. Stress intensity factor of crack array considered is estimated by pseudo-traction method. A dynamic crack growth criterion is used in the analysis. The simulated strengths of a granite obtained by the sliding crack model agree with the experimental results.

Original language	English
Journal	Key Engineering Materials
Volume	183
Publication status	Published - 1 Jan 2000
Externally published	Yes
Event	International Conference on Fracture and Strength of Solids (FEOFS) 2000 - Pohang, Korea, South Duration: 16 Aug 2000 → 18 Aug 2000 Conference number: 4th

Cite this

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title = "Study on strength of rock material under dynamic triaxial compressive loads based on sliding crack model",

abstract = "Sliding crack model is employed to simulate the strength of rock material under dynamic triaxial compressive loads. Stress intensity factor of crack array considered is estimated by pseudo-traction method. A dynamic crack growth criterion is used in the analysis. The simulated strengths of a granite obtained by the sliding crack model agree with the experimental results.",

author = "Li, \{H. B.\} and Li, \{T. J.\} and J. Zhao and Gao, \{J. G.\} and Jiang, \{J. G.\}",

year = "2000",

month = jan,

day = "1",

language = "English",

volume = "183",

journal = "Key Engineering Materials",

issn = "1013-9826",

publisher = "Trans Tech Publications",

note = "International Conference on Fracture and Strength of Solids (FEOFS) 2000, FEOFS 2000 ; Conference date: 16-08-2000 Through 18-08-2000",

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TY - JOUR

T1 - Study on strength of rock material under dynamic triaxial compressive loads based on sliding crack model

AU - Li, H. B.

AU - Li, T. J.

AU - Zhao, J.

AU - Gao, J. G.

AU - Jiang, J. G.

N1 - Conference code: 4th

PY - 2000/1/1

Y1 - 2000/1/1

N2 - Sliding crack model is employed to simulate the strength of rock material under dynamic triaxial compressive loads. Stress intensity factor of crack array considered is estimated by pseudo-traction method. A dynamic crack growth criterion is used in the analysis. The simulated strengths of a granite obtained by the sliding crack model agree with the experimental results.

AB - Sliding crack model is employed to simulate the strength of rock material under dynamic triaxial compressive loads. Stress intensity factor of crack array considered is estimated by pseudo-traction method. A dynamic crack growth criterion is used in the analysis. The simulated strengths of a granite obtained by the sliding crack model agree with the experimental results.

UR - http://www.scopus.com/inward/record.url?scp=0033726561&partnerID=8YFLogxK

M3 - Conference article

AN - SCOPUS:0033726561

SN - 1013-9826

VL - 183

JO - Key Engineering Materials

JF - Key Engineering Materials

T2 - International Conference on Fracture and Strength of Solids (FEOFS) 2000

Y2 - 16 August 2000 through 18 August 2000

ER -

Study on strength of rock material under dynamic triaxial compressive loads based on sliding crack model

Abstract

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