Abstract
The aim of this work is to investigate the fracture process of concrete under various boundary conditions. Although numerous concrete fracture tests have been reported, showing the failure behavior of concrete, their evaluation is ambiguous due to the limitations of specimen size and experimental conditions. Therefore, it is necessary to use simulation models to better understand the fracture process. This is done herein by using a three-dimensional lattice model to simulate the failure behavior of concrete under different loading conditions ranging from uniaxial compression, tension, splitting, three point bending to shear by using a single set of input parameter. In addition, several influence factors including boundary condition and slenderness are also taken into consideration to give more detailed information about the fracture process of concrete.
Original language | English |
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Title of host publication | Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures |
Editors | G. Pijaudier-Cabot, P. Grassl, C. La Borderie |
Number of pages | 10 |
DOIs | |
Publication status | Published - 2019 |
Event | 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures: FraMCoS-X - Bayonne, France Duration: 24 Jun 2019 → 26 Jun 2019 https://framcos-x.sciencesconf.org/ |
Conference
Conference | 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures |
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Abbreviated title | FraMCoS-X |
Country/Territory | France |
City | Bayonne |
Period | 24/06/19 → 26/06/19 |
Internet address |
Keywords
- Fracture process
- 3D Lattice model
- Boundary condition