A continuum model of jointed rock masses based on micromechanics and its integration algorithm

The paper is devoted to proposing a constitutive model based on micromechanics. The joints in rock masses are treated as penny-shaped inclusion in solid but not through structural planes by considering joint density, closure effect, joint geometry. The mechanical behavior of the joints is represente...

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Published in:Science China Technological Sciences Vol. 54; no. 3; pp. 581 - 590
Main Authors: Zhu, FuWei, Dui, GuanSuo, Ren, QingWen
Format: Journal Article
Language:English
Published: Heidelberg SP Science China Press 01.03.2011
Subjects:
Engineering
constitutive integration algorithms
Mori-Tanaka
joint rock masses
ABAQUS
consistent tangent moduli
micromechanics
ISSN:1674-7321, 1862-281X
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Abstract The paper is devoted to proposing a constitutive model based on micromechanics. The joints in rock masses are treated as penny-shaped inclusion in solid but not through structural planes by considering joint density, closure effect, joint geometry. The mechanical behavior of the joints is represented by an elasto-plastic constitutive law. Mori-Tanaka method is used to derive the relationship between the joint deformations and macroscopic strains. The incremental stress-strain relationship of rock masses is formulated by taking the volume average of the representative volume element. Meanwhile, the behavior of joints is obtained. By using implicit integration algorithms, the consistent tangent moduli are proposed and the method of updating stresses and joint displacements is presented. Some examples are calculated by ABAQUS user defined material subroutine based on this model.
AbstractList The paper is devoted to proposing a constitutive model based on micromechanics. The joints in rock masses are treated as penny-shaped inclusion in solid but not through structural planes by considering joint density, closure effect, joint geometry. The mechanical behavior of the joints is represented by an elasto-plastic constitutive law. Mori-Tanaka method is used to derive the relationship between the joint deformations and macroscopic strains. The incremental stress-strain relationship of rock masses is formulated by taking the volume average of the representative volume element. Meanwhile, the behavior of joints is obtained. By using implicit integration algorithms, the consistent tangent moduli are proposed and the method of updating stresses and joint displacements is presented. Some examples are calculated by ABAQUS user defined material subroutine based on this model.
Author Ren, QingWen
Zhu, FuWei
Dui, GuanSuo
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  surname: Ren
  fullname: Ren, QingWen
  organization: Department of Civil Engineering, Hohai University
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CitedBy_id crossref_primary_10_1007_s10483_025_3230_9
crossref_primary_10_1007_s11431_013_5132_6
crossref_primary_10_1007_s12204_013_1397_y
crossref_primary_10_1016_j_rockmb_2025_100219
Cites_doi 10.1115/1.3167044
10.1002/nag.1610110404
10.1016/0020-7683(76)90044-5
10.1016/0148-9062(93)91721-T
10.1016/0148-9062(85)93227-9
10.1016/S1365-1609(03)00080-7
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Keywords constitutive integration algorithms
Mori-Tanaka
joint rock masses
ABAQUS
consistent tangent moduli
micromechanics
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Title A continuum model of jointed rock masses based on micromechanics and its integration algorithm
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