Title of article :
Fracture modeling using a microstructural mechanics approach––II. Finite element analysis
Author/Authors :
Chang، نويسنده , , C.S. and Wang، نويسنده , , T.K. and Sluys، نويسنده , , L.J. and van Mier، نويسنده , , J.G.M، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2002
Pages :
18
From page :
1959
To page :
1976
Abstract :
In the accompanying paper [C.S. Chang, T.K. Wang, L.J. Sluys, J.G.M. van Mier, J. Eng. Fract. Mech. (this volume)], the theoretical aspects of a stress–strain model are described based on a microstructural approach. A finite element formulation was presented that incorporates the developed stress–strain relationship. In this paper the results of finite element analyses are described. The paper is focused on two main issues: the difference between the micropolar and the non-polar microstructural model, and the performance of the model respect to mesh size dependence. Specimens in uniaxial tension test and in biaxial tension–shear tests have been analyzed. To evaluate the applicability of this method, the finite element results are also compared with measured experimental results.
Keywords :
damage mechanics , Finite element method , Concrete , fracture , Microstructural model , Stress–strain relationship
Journal title :
ENGINEERING FRACTURE MECHANICS
Serial Year :
2002
Journal title :
ENGINEERING FRACTURE MECHANICS
Record number :
2340243
Link To Document :
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