院报 ›› 2015, Vol. 32 ›› Issue (8): 131-134.DOI: 10.3969/j.issn.1001-5485.2015.08.024

• 水工结构与材料 • 上一篇    下一篇

基于声发射技术的混凝土动态劈拉试验研究

胡伟华1,3,吴 彬2,彭 刚3,王孝政3   

  1. 1.十堰市建筑设计研究院, 湖北 十堰 442000;
    2.湖北工业职业技术学院 建筑工程系,湖北 十堰 442000;
    3.三峡大学 土木与建筑学院,湖北 宜昌 443002
  • 收稿日期:2014-02-16 出版日期:2015-08-20 发布日期:2015-08-18
  • 作者简介:胡伟华(1988-),男,湖南益阳人,硕士研究生,研究方向为结构工程,(电话)18772803749(电子信箱)464913988@qq.com。

Dynamic Splitting Tensile Test on Concrete ByUsing Acoustic Emission Technology

HU Wei-hua1,3, WU Bin2, PENG Gang3, WANG Xiao-zheng3   

  1. 1.Shiyan Architectural Design Institue, Shiyan 442000,China;
    2. Architectural Engineering Department,Hubei Industrial Polytechnic,Shiyan 442000,China;
    3.College of Civil Engineering & Architecture,Three Gorges University,Yichang 443002,China
  • Received:2014-02-16 Online:2015-08-20 Published:2015-08-18

摘要: 为了研究混凝土材料在受拉状态时的动态力学性能,采用新型动态无损检测声发射技术进行了不同加载速率下(10-5/s ,10-4/s,10-3/s,10-2/s)混凝土劈拉试验,根据实时采集的声发射数据建立了不同加载速率下应力及同步声发射参数与时间的对应关系,并在此基础上分析了混凝土在劈拉破坏全过程中的能量释放特性及规律。结果表明混凝土在劈裂抗拉破坏过程中不具有典型的三阶段特征,加载前期产生的声发射信号较微弱,材料达到峰值应力时能量信号突然急剧上升;采集的声发射数据能真实地反映混凝土劈拉破坏特性。

关键词: 混凝土, 动态劈拉试验, 声发射, 加载速率, 本构模型

Abstract: To research the dynamic mechanical properties of concrete in tension, splitting tensile tests were performed on concrete under different strain rates(10-5/s, 10-4/s, 10-3/s, 10-2/s) using nondestructive acoustic emission technology. According to the real-time acquired acoustic emission data, the corresponding relation between acoustic emission parameter and stress-time curves under different loading rates were established, and the characteristics and regularities of concrete’s energy release in the whole process of splitting tensile damage were analysed. Results showed that typical characteristics of three phase did not happen in the process of splitting tensile damage, emission signal was weak at the early stage of loading, and energy signal suddenly rose sharply when the concrete material reached peak stress. The acquired acoustic emission data could reflect the real splitting tensile damage of concrete.

Key words: concrete, dynamic splitting tensile test, acoustic emission, loading rate, constitutive model

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