A Two-Scale (FEM-DEM) Approach for Concrete

J. Tejchman, L. Skarzynski, M. Nitka (2013). "A Two-Scale (FEM-DEM) Approach for Concrete." In Proceedings of FraMCoS 8, Toledo, Spain.

J. Tejchman, L. Skarzynski, M. Nitka. "A Two-Scale (FEM-DEM) Approach for Concrete." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

J. Tejchman, L. Skarzynski, M. Nitka, "A Two-Scale (FEM-DEM) Approach for Concrete," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{j-tejchman2013,
  title     = {A Two-Scale (FEM-DEM) Approach for Concrete},
  author    = {J. Tejchman, L. Skarzynski, M. Nitka},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - A Two-Scale (FEM-DEM) Approach for Concrete
AU  - J. Tejchman
AU  - L. Skarzynski
AU  - M. Nitka
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_A_Two-Scale_FEM-DEM_Approach_for_Concrete.pdf
AB  - A two-scale numerical homogenization scheme for a description of the 2D behaviour of concrete under bending was proposed. At the meso-level, concrete was described with the discrete method (DEM), and at the macro-level with the finite element method (FEM). The average stress response of a discrete micro-structure was obtained in each macroscopic Gauss point of the FE mesh as the result of the macroscopic deformation history imposed on the representative volume element (RVE). Discrete element simulations were performed with concrete specimens under compression and tension. In addition, three-point bending laboratory tests were carried out on notched concrete beams of a…
ER  -