1987
DOI: 10.1016/0020-7683(87)90030-8
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Elastic solids with many cracks: A simple method of analysis

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Cited by 460 publications
(235 citation statements)
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“…One type of such a matrix interaction relation, due to Kachanov (1985Kachanov ( , 1987, has led to the following field equation This is a Fredholm integral equation in which V = volume of the structure; A ( z , < ) = crack influence function, characterizing in a statistically smeared manner the normal stress across a frozen crack at coordinate z caused by a unit pressure applied at the faces of a crack at e; (..) is a spatial averaging operator; AS(') or AS(1' = increment (in the current loading step) of the principal stress labeled by (1) before or after the effect of crack interactions. The integral in this equation is not an averaging integral because its kernel has spatial average 0.…”
Section: Fracturing Truss Model For Shear Failure Of Reinforced Concretementioning
confidence: 99%
“…One type of such a matrix interaction relation, due to Kachanov (1985Kachanov ( , 1987, has led to the following field equation This is a Fredholm integral equation in which V = volume of the structure; A ( z , < ) = crack influence function, characterizing in a statistically smeared manner the normal stress across a frozen crack at coordinate z caused by a unit pressure applied at the faces of a crack at e; (..) is a spatial averaging operator; AS(') or AS(1' = increment (in the current loading step) of the principal stress labeled by (1) before or after the effect of crack interactions. The integral in this equation is not an averaging integral because its kernel has spatial average 0.…”
Section: Fracturing Truss Model For Shear Failure Of Reinforced Concretementioning
confidence: 99%
“…1, we consider a stress state which is suddenly imposed at time t = 0 and kept constant thereafter (t > 0), see the uniform stress boundary conditions (10). Since time-dependent behavior of the composite is related to in-plane dislocations of the interfaces, see the viscous interface law (4), and given the structure of state equation (7) together with the non-zero components according to (123-128), the time-dependent macroscopic stresses obey the form of pure shear,…”
Section: Review Of Creep Functionsmentioning
confidence: 99%
“…When it comes to the special case of inclusions in form of flat interfaces, i.e., to that of matrix-interface composites, interaction among interfaces would be clearly expected as well; however, the two-dimensional nature of interfaces is responsible for particularly surprising interaction properties [8,9], reminiscent of the situation encountered with micro-cracked materials [10,11]. The present contribution tackles the question of how interaction among microscopic viscous interfaces, believed to be at the origin of creep of hydrated biomaterials and geomaterials [12][13][14], affects the overall macroscopic creep and relaxation functions of matrix-interface composites.…”
Section: Introductionmentioning
confidence: 99%
“…The solutions for these configurations imply the usage of various numerical methods [2][3][4][5][6][7], like extended element method (XFEM), which is nowadays becoming more prevalent since it suppresses the need to mesh and remesh the crack surfaces and is used for modelling different discontinuities in 1D, 2D and 3D domains [8] . All those methods are time-consuming and computationally intense [9,10].…”
Section: Introductionmentioning
confidence: 99%