Impact resistant performance of polypropylene short fiber reinforced concrete subjected to high velocity impact

被引:0
作者
Morita, Takeshi [1 ]
Beppu, Masuhiro [2 ]
Suzuki, Makoto [1 ]
机构
[1] Institute of Technology, Shimizu Corporation
[2] Department of Civil and Environment Engineering, National Defense Academy
来源
Journal of Structural and Construction Engineering | 2013年 / 78卷 / 684期
关键词
Concrete plate; High velocity impact; Polypropylene; Reinforcing bar; Short fiber reinforcement;
D O I
10.3130/aijs.78.319
中图分类号
学科分类号
摘要
Local damage of concrete structures, i.e. spalling, scabbing, perforation, would occur when concrete structures are impacted by high velocity projectiles. Scabbing and perforation must not occur in order to protect people and other properties inside of the structure from fragments scattering from the impacted structure. To reduce the local damage such as scabbing and perforation, it would be an effective measure to reinforce concrete with short fibers. Therefore, an experimental study on short fiber reinforced concrete plates impacted by a high velocity projectile was carried out, where the length, diameter and mix proportion of polypropylene short fiber were taken as main experimental parameters. As the result of study, it is confirmed that the local damage is effectively reduced by reinforcing concrete with polypropylene short fibers, and that the number of short fibers in a unit volume of concrete and the compressive toughness of concrete could be effective parameters on the reduction of local damage.
引用
收藏
页码:319 / 327
页数:8
相关论文
共 5 条
[1]  
Barr P., Guidelines for the Design and Assessment of Concrete Structures Subjected to Impact, (1990)
[2]  
Hughes G., Hard missile impact on reinforced concrete, Nuclear Engineering and Design, 77, pp. 23-35, (1984)
[3]  
Degen P.P., Perforation of reinforced concrete slabs by rigid missiles, Journal of the Structure Division, Proceedings of ASCE, 106, ST7, pp. 1623-1642, (1980)
[4]  
Kennedy R.P., A review of procedures for the analysis and design of concrete structures to resist missile impact effects, Nuclear Engineering and Design, 37, pp. 183-203, (1976)
[5]  
Victor M., Flavio A.S., Narko B., Deju Z., Berzin M., Shang-Lin G., Edith M., Behaviour of strain-hardening cement-based composites under high strain rate, Journal of Advanced Concrete Technology, 9, 1, pp. 51-62, (2011)