文章摘要
陈育志,陈师节.钢筋混凝土动态粘结滑移声发射特性试验*[J].,2017,36(4):343-348
钢筋混凝土动态粘结滑移声发射特性试验*
Experimental study on AE characteristics of bond-slip for the reinforced concrete under the dynamic tensile
投稿时间:2016-06-28  修订日期:2017-06-21
中文摘要:
      为研究不同加载速率下钢筋混凝土粘结-滑移损伤破坏过程中的损伤特征,对钢筋混凝土粘结试件进行了0.01mm/s~10mm/s四种不同速度的拔出试验。采用实时动态的声发射监测技术对整个试验过程进行监测,对试验过程中的声发射信号进行声发射振幅-振铃计数特性及功率谱峰值频率特性分析。结果表明,随着滑移速率的增加,声发射振幅-振铃计数拟合曲线变缓,在0-50 kHz和100-150 kHz频率范围内的声发射事件比重分别减小和增加。损伤过程的声发射特性对钢筋混凝土粘结滑移损伤演化规律的研究具有重要的价值。
英文摘要:
      In order to observe the damage characteristics of bond-slip for the reinforced concrete with different slip rate, the real-time dynamic acoustic emission (AE) technology was applied to monitor the whole damage process of bond-slip for the reinforced concrete. The acoustic emission amplitude-count number characteristics and the power spectrum peak frequency of acoustic emission which obtained by FFT were analyzed. The results showed that with increase of the slip rate, the curve of acoustic emission amplitude-count number show the slow tread, the proportion of the acoustic emission event in 0-50 kHz and 100-150 kHz ranges decreased and increased respectively. This study has important value in the study of the damage evolution of bond slip for the reinforced concrete.
DOI:10.11684/j.issn.1000-310X.2017.04.010
中文关键词: 声发射,粘结-滑移,滑移速率,钢筋,混凝土
英文关键词: acoustic emission  bond-slip  slip rate  steel bar  concrete
基金项目:钢筋混凝土结构极端地震倒塌分析本构关系试验研究(51178162)
作者单位E-mail
陈育志* 金陵科技学院建筑工程学院 yuzhichen@jit.edu.cn 
陈师节 河海大学土木与交通学院 sjchenhhu@126.com 
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