FractureModelingwithaMicrostructuralMechanicsApproach

C. S. Chang, JG. MvanMier, L.JSluys, T. K. Wang (2001). "FractureModelingwithaMicrostructuralMechanicsApproach." In Proceedings of FraMCoS 4, Cachan, France.

C. S. Chang, JG. MvanMier, L.JSluys, T. K. Wang. "FractureModelingwithaMicrostructuralMechanicsApproach." Paper presented at FraMCoS 4, Cachan, France, 2001.

C. S. Chang, JG. MvanMier, L.JSluys, T. K. Wang, "FractureModelingwithaMicrostructuralMechanicsApproach," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{c-s-chang2001,
  title     = {FractureModelingwithaMicrostructuralMechanicsApproach},
  author    = {C. S. Chang, JG. MvanMier, L.JSluys, T. K. Wang},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - FractureModelingwithaMicrostructuralMechanicsApproach
AU  - C. S. Chang
AU  - JG. MvanMier
AU  - L.JSluys
AU  - T. K. Wang
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FractureModelingwithaMicrostructuralMechanicsApproach.pdf
AB  - Stress-strain relationships have been traditionally derived following a phenomenological ap- proach. Here, we adopt a microstructural mechanics approach to model the development of fracture in con- crete. The concrete is assumed to have an underlying microstructure of lattice type. The micro-mechanically based stress-strain relationship is incorporated into a finite element method to evaluate its performance. Uni- axial tensile tests are simulated using different sizes of the finite element mesh. A comparison with experi- mental results has been studied.
ER  -