Computational Aspects of Fracture Simulations with Lattice Models

E. Schlangen (1995). "Computational Aspects of Fracture Simulations with Lattice Models." In Proceedings of FraMCoS 2, Zurich, Switzerland.

E. Schlangen. "Computational Aspects of Fracture Simulations with Lattice Models." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

E. Schlangen, "Computational Aspects of Fracture Simulations with Lattice Models," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{e-schlangen1995,
  title     = {Computational Aspects of Fracture Simulations with Lattice Models},
  author    = {E. Schlangen},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Computational Aspects of Fracture Simulations with Lattice Models
AU  - E. Schlangen
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Computational_Aspects_of_Fracture_Simulations_with_Lattice_Models.pdf
AB  - This paper deals with some basic techniques used in numerical UJL ....... ._..,., ..... ,.,..._,JJLAU of fracture with lattice models. influence of the element type and orientation on the fracture pattern is shown by simulating an experiment on a concrete plate subjected to shear loading. It was found that beam ""1""'rnt::.•nt"c with three degrees of freedom per node, especially with a random of the beams in the lattice, give the best comparison with the ...,;,.~_,...,.._JUAJl""''LJl ... Yet, also the element size turned out to be important. A new is outlined which uses principal tensile stresses in each node of to…
ER  -