A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete

J. Hartig, K. Schicktanz, U. Häußler-Combe (2007). "A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete." In Proceedings of FraMCoS 6, Catania, Italy.

J. Hartig, K. Schicktanz, U. Häußler-Combe. "A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete." Paper presented at FraMCoS 6, Catania, Italy, 2007.

J. Hartig, K. Schicktanz, U. Häußler-Combe, "A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{j-hartig2007,
  title     = {A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete},
  author    = {J. Hartig, K. Schicktanz, U. Häußler-Combe},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - A lattice model approach to the uniaxial behaviour of Textile Reinforced Concrete
AU  - J. Hartig
AU  - K. Schicktanz
AU  - U. Häußler-Combe
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_lattice_model_approach_to_the_uniaxial_behaviour_of_Textile_Reinforced_Concret.pdf
AB  - In this contribution, a lattice model for the simulation of the load-carrying and the failure be- haviour of Textile Reinforced Concrete (TRC) under monotonic and cyclic tensile loading is presented. A special property of the mentioned composite TRC is that the reinforcement consists of heterogeneous multi- filamentyarnsofalkali-resistant glass, which are not fully penetrated with matrix of fine-grained concrete. This leads to complex bond conditions. The lattice model for the simulation consists of one-dimensional strands of bar elements with limited tensile strength, which represent the matrix as well as the reinforcement. These strands are connected with zero-thickness bond elements, which use…
ER  -