Performance and damage evaluation of RC beams under impact loading

被引:0
|
作者
Zhao W. [1 ]
Qian J. [1 ]
Zhang W. [1 ]
机构
[1] State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai
来源
关键词
Damage evaluation; Dynamic response; Energy dissipation mechanism; Impact loading; RC beams;
D O I
10.11883/bzycj-2017-0288
中图分类号
学科分类号
摘要
In this work, we investigated the impact resistance and damage mechanism of RC beams under impact loading using numerical simulation based on impact tests. We established a damage evaluation method based on the cross-sectional damage factor with the finiteness of the impact area and impact time taken into consideration, and analyzed the influence of impact parameters on the dynamic response and damage level of RC beams by conducting examination of such parameters as the stirrups pacing, boundary condition, impact or nose shape, and impact location. The results indicate that the damage assessment method proposed in this study can visually describe the damage distribution along the length of RC beams, that the end fixed constraints can effectively change the energy dissipation mechanism of RC beams and improve the impact resistance capability, that the impact location directly affects the beams' crack distribution and failure mode, and that the impact area and nose shape have a certain influence on the damage distribution of RC beams. © 2019, Editorial Staff of EXPLOSION AND SHOCK WAVES. All right reserved.
引用
收藏
相关论文
共 13 条
  • [1] Loedolff M.J., The behaviour of reinforced concrete cantilever columns under lateral impact load, (1989)
  • [2] Fujikake K., Li B., Soeun S., Impact response of reinforced concrete beam and its analytical evaluation, Journal of Structural Engineering, 135, 8, pp. 938-950, (2009)
  • [3] Saatci S., Vecchio F.J., Effects of shear mechanisms on impact behavior of reinforced concrete beams, ACI Structural Journal, 106, 1, pp. 78-86, (2009)
  • [4] Zhao D., Yi W., Anti-impact behavior and design method for RC beams, Journal of Vibration and Shock, 34, 11, pp. 139-145, (2015)
  • [5] Xu B., Zeng X., Experimental study on the behaviours of reinforced concrete beams under impact loading, China Civil Engineering Journal, 47, 2, pp. 41-51, (2014)
  • [6] Liu F., Luo Q., Jiang Z., Dynamic response and failure mechanism of RC beams to low velocity impact, Engineering Mechanics, 32, 5, pp. 155-161, (2015)
  • [7] Jiang H., He S., Wang J., Numerical simulation of the imapct test of reinforced concrete beams, Journal of Vibration and Shock, 31, 15, pp. 140-145, (2012)
  • [8] Hallquist J.O., LS-DYNA Keyword User's Manual, (2007)
  • [9] Murray Y.D., Users Manual for LS-DYNA Concrete Material Model 159: FHWA-HRT-05-062, (2007)
  • [10] Jones N., Structural Impact, (2011)