摘要
定义了冲击阈值参数,给出了2μs短脉冲加载下混凝土和岩石裂缝扩展的实验结果,裂纹表面加载采用电爆炸方法实现.依据裂纹长度依赖于储能的关系,定义了给定脉冲宽度的载荷阈值.提出了采用此方法定义断裂有效表面能的理论可行性.
The technique of definition of threshold parameters of an impact is shown. The experimental results on crack extension in concrete and rocks under the short pulse (2 μs) of loading are presented. The loading was carried out on the crack surface by means of an installation of conductor explosion. The dependence of the crack length on the stored energy allows to define the threshold amplitude of the impact for the given duration of the pulse. The possibility in principle of definition of effective surface energy of fracture within the limits of the developed approach is shown.
出处
《宁波大学学报(理工版)》
CAS
2012年第1期98-102,共5页
Journal of Ningbo University:Natural Science and Engineering Edition
基金
Supported by the National Natural Science Foundation of China(11032001)
Russian Foundation for Basic Research(11-01-91217)
关键词
阈值脉冲
裂纹扩展
导体电爆炸
断裂能量
混凝土
岩石
threshold pulse
crack extension
electrical explosion of conductor
fracture energy
concrete
rocks