Finite Element Analysis of Cracking due to Shrinkage

G.P.A.G. Van Zijl, J.G. Rots, R. De Borst (1998). "Finite Element Analysis of Cracking due to Shrinkage." In Proceedings of FraMCoS 3, Gifu, Japan.

G.P.A.G. Van Zijl, J.G. Rots, R. De Borst. "Finite Element Analysis of Cracking due to Shrinkage." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

G.P.A.G. Van Zijl, J.G. Rots, R. De Borst, "Finite Element Analysis of Cracking due to Shrinkage," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{g-p-a-g-van-zijl1998,
  title     = {Finite Element Analysis of Cracking due to Shrinkage},
  author    = {G.P.A.G. Van Zijl, J.G. Rots, R. De Borst},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Finite Element Analysis of Cracking due to Shrinkage
AU  - G.P.A.G. Van Zijl
AU  - J.G. Rots
AU  - R. De Borst
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Finite_Element_Analysis_of_Cracking_due_to_Shrinkage.pdf
AB  - In this paper a finite element formulation for the analysis of mois- ture migration, creep, shrinkage and cracking in cementitious materi- als, such as masonry, is presented. A decoupled approach is followed, where the pore humidity, the driving force for shrinkage, is solved for from a diffusion equation. The evolution of the shrinkage strain field is then computed and employed in a subsequent mechanical analy- sis neglecting stress or cracking influence on the pore humidity. The initiation and growth of cracks are simulated in a smeared way by softening, anisotropic Rankine plasticity. Bulk creep is modelled with visco-elasticity, while the…
ER  -