A. Thavalingam, C. Pearce, N. Bicanic, Z. Liao (1998). "Discontinuous Deformation Analysis Framework for Modelling Concrete Fracture." In Proceedings of FraMCoS 3, Gifu, Japan.
A. Thavalingam, C. Pearce, N. Bicanic, Z. Liao. "Discontinuous Deformation Analysis Framework for Modelling Concrete Fracture." Paper presented at FraMCoS 3, Gifu, Japan, 1998.
A. Thavalingam, C. Pearce, N. Bicanic, Z. Liao, "Discontinuous Deformation Analysis Framework for Modelling Concrete Fracture," in Proc. FraMCoS 3, Gifu, Japan, 1998.
@inproceedings{a-thavalingam1998,
title = {Discontinuous Deformation Analysis Framework for Modelling Concrete Fracture},
author = {A. Thavalingam, C. Pearce, N. Bicanic, Z. Liao},
year = {1998},
booktitle = {Proceedings of FraMCoS 3},
address = {Gifu, Japan},
}
TY - CPAPER
TI - Discontinuous Deformation Analysis Framework for Modelling Concrete Fracture
AU - A. Thavalingam
AU - C. Pearce
AU - N. Bicanic
AU - Z. Liao
PY - 1998
T2 - Proceedings of FraMCoS 3
CY - Gifu, Japan
UR - https://framcos.org/wp-content/uploads/framcos-papers/Discontinuous_Deformation_Analysis_Framework_for_Modelling_Concrete_Fracture.pdf
AB - Some possibilities and limitations of the discontinuous deformation analysis in modelling concrete fracture are illustrated on several simple case studies, in particular in tracing the transition from a continuum to discontinuum. Computational issues involved are briefly reviewed and the recent trend in recasting the original formulation in its more general form as a manifold method is noted. Illustrative examples include the Kitoh plain concrete beam and the RILEM pull-out benchmark problem.
ER -
