Author:
Jiang Guo-Ping ,Hao Hong ,Zeng Chun-Hang ,Hao Yi-Fei ,Wu Ru-Jun ,Liu Ji-Chao , ,
Abstract
When testing impact dynamics of concrete, usually a variety of kinetic effects can be seen, such as the axial and lateral inertial confinement effects, the effects of stress wave propagation and the final friction effects, etc. Some of these are the material is nature itself such as the size effect, some are experimental errors, etc., but all the dynamic effects, may enter the final test results so that unnecessary errors or even wrong values may be brought into experiments. Due to the mechanism of friction effect, we have designed three different sizes of specimen for SHPB test. The quantitative values of the friction effect are obtained. The DIF is corrected, which is the basis for concrete impact engineering design.
Publisher
Acta Physica Sinica, Chinese Physical Society and Institute of Physics, Chinese Academy of Sciences
Subject
General Physics and Astronomy
Reference10 articles.
1. Wang Y G, Zhang Y P, Wang L L 2008 Acta Phys. Sin. 57 7789 (in Chinese) [王永刚, 张远平, 王礼立 2008 物理学报 57 7789]
2. Jiang G P, Jiao C J, Xiao B Q 2012 Acta Phys. Sin. 61 026701 (in Chinese) [蒋国平, 焦楚杰, 肖波齐 2012 物理学报 61 026701]
3. Ji S Y, Li P F, Chen X D 2012 Acta Phys. Sin. 61 184703 (in Chinese) [季顺迎, 李鹏飞, 陈晓东 2012 物理学报 61 184703]
4. Meng H, Li Q M 2003 International Journal of Impact Engineering 28 537.
5. Ross C A, Tedesco J W, Kuennen S T 1995 ACI Materials Journal 92 37