Size effect on damage parameters for softening in simulated rock

C. S. Desai; T. Kundu; G. Wang

doi:10.1002/nag.1610140705

Size effect on damage parameters for softening in simulated rock

C. S. Desai, T. Kundu, G. Wang

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11 Scopus citations

Abstract

Laboratory uniaxial tests on cylindrical specimens of a simulated rock are used to identify the influence of the diameter (D) and height (L) of the specimens on the damage parameters. The relations are expressed in terms of the characteristic parameter C = L²/D.

Original language	English (US)
Pages (from-to)	509-517
Number of pages	9
Journal	International Journal for Numerical and Analytical Methods in Geomechanics
Volume	14
Issue number	7
DOIs	https://doi.org/10.1002/nag.1610140705
State	Published - 1990

ASJC Scopus subject areas

Computational Mechanics
General Materials Science
Geotechnical Engineering and Engineering Geology
Mechanics of Materials

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title = "Size effect on damage parameters for softening in simulated rock",

abstract = "Laboratory uniaxial tests on cylindrical specimens of a simulated rock are used to identify the influence of the diameter (D) and height (L) of the specimens on the damage parameters. The relations are expressed in terms of the characteristic parameter C = L2/D.",

author = "Desai, {C. S.} and T. Kundu and G. Wang",

year = "1990",

doi = "10.1002/nag.1610140705",

language = "English (US)",

volume = "14",

pages = "509--517",

journal = "International Journal for Numerical and Analytical Methods in Geomechanics",

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T1 - Size effect on damage parameters for softening in simulated rock

AU - Desai, C. S.

AU - Kundu, T.

AU - Wang, G.

PY - 1990

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N2 - Laboratory uniaxial tests on cylindrical specimens of a simulated rock are used to identify the influence of the diameter (D) and height (L) of the specimens on the damage parameters. The relations are expressed in terms of the characteristic parameter C = L2/D.

AB - Laboratory uniaxial tests on cylindrical specimens of a simulated rock are used to identify the influence of the diameter (D) and height (L) of the specimens on the damage parameters. The relations are expressed in terms of the characteristic parameter C = L2/D.

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DO - 10.1002/nag.1610140705

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AN - SCOPUS:0025573958

SN - 0363-9061

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JO - International Journal for Numerical and Analytical Methods in Geomechanics

JF - International Journal for Numerical and Analytical Methods in Geomechanics

IS - 7

ER -

Size effect on damage parameters for softening in simulated rock

Abstract

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