DEM Simulation and Analysis for Drop-Weight Experiments of Barite Concrete Beam
- DOI
- 10.2991/iccet-15.2015.259How to use a DOI?
- Keywords
- barite concrete; particle flow code in two dimensions; numerical simulation; strain rate; failure mode
- Abstract
A meso-scale discrete element model(DEM)of barite concrete beam was developed by the aid of DEM software PFC2D. Using this model, numerical simulations of the test conditions in meso-scale were conducted as well. The dynamic failure process of barite concrete was simulated by changing the quality and drop height of the hammer under the condition of strain rates ranging from 1.4s-1 to 4.0s-1, which got the curve of force histories, vertical deflection histories and strain histories.The results of simulation match well with the measurements, thus the model is validated experimentally. Compared with the failure mode at low strain rates, the failure mode at high strain rates suggests that the occurrence of more cracks is the key factor for the strain-rate effects in concrete.
- Copyright
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Zhenfu Chen AU - Longbin Li AU - Qiuwang Tao AU - Yuanchu Gan AU - Xiqi Liu PY - 2015/11 DA - 2015/11 TI - DEM Simulation and Analysis for Drop-Weight Experiments of Barite Concrete Beam BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 1386 EP - 1392 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.259 DO - 10.2991/iccet-15.2015.259 ID - Chen2015/11 ER -