高强混凝土单轴压缩声发射频率特征试验研究  

Experimental studies of frequency characteristics of the acoustic emission of the high-strength concrete under the uniaxial compression process

作　　者：纪洪广[1,2] 刘翔宇[1,2] 曾鹏[1,2] 刘娟红[1,2] 吴瑞东[1,2] 

机构地区：[1]北京科技大学土木与环境工程学院,北京100083 [2]北京科技大学金属矿山高效开采与安全教育部重点实验室,北京100083

出　　处：《应用声学》2016年第3期248-254,共7页Journal of Applied Acoustics

基　　金：国家自然科学基金项目(51174015);国家自然科学基金重点资助项目(51534002)

摘　　要：为研究高强混凝土破裂前声发射信号的频率特征,对C60、C70、C80高强混凝土试件进行单轴压缩下的高、低频双通道声发射试验,得到破裂过程的力学参数和声发射参数,探求高强混凝土不同加载阶段声发射信号频率的分布特征。研究表明,三种高强混凝土在峰值应力前,高、低频通道声发射信号均集中在特定的频段内;临近峰值应力时,高、低频通道的声发射信号频率向低频段移动,同时优势频段内的频率趋于分散,这可作为预测高强混凝土破坏的前兆信息。To study the characteristics of acoustic emission signals frequency of high-strength concrete before burst, for C60, C70, C80 high-strength concrete specimens, high and low frequency two-channel acoustic emission tests were done under uniaxial compression. During the whole testing process, the acoustic emission parameters have been obtained together with the mechanical parameters. The frequency distributions of acoustic emission at different loading phases have been studied. Results show that is in front of peak stress, acoustic emission signals obtained by the high and low frequency channel were concentrated in particular bands. When the concrete specimens approach the peak stress, the frequency of acoustic emission signals of high and low frequency channels moved to a lower frequency band, and this can be used to predict the destruction of high-strength concretes.

关 键 词：高强混凝土 单轴压缩 声发射 频段 

分 类 号：TU528.31[建筑科学—建筑技术科学]