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钢管混凝土构件的介质多相性及导波检测

刘鹏飞, 刘南希, 李祚华, 于洪涛, 滕军, 陈杰

刘鹏飞, 刘南希, 李祚华, 于洪涛, 滕军, 陈杰. 钢管混凝土构件的介质多相性及导波检测[J]. 无损检测, 2021, 43(5): 43-48. DOI: 10.11973/wsjc202105010
引用本文: 刘鹏飞, 刘南希, 李祚华, 于洪涛, 滕军, 陈杰. 钢管混凝土构件的介质多相性及导波检测[J]. 无损检测, 2021, 43(5): 43-48. DOI: 10.11973/wsjc202105010
LIU Pengfei, LIU Nanxi, LI Zuohua, YU Hongtao, TENG Jun, CHEN Jie. Heterogeneity and guided wave detection of concrete-filled steel tubular members[J]. Nondestructive Testing, 2021, 43(5): 43-48. DOI: 10.11973/wsjc202105010
Citation: LIU Pengfei, LIU Nanxi, LI Zuohua, YU Hongtao, TENG Jun, CHEN Jie. Heterogeneity and guided wave detection of concrete-filled steel tubular members[J]. Nondestructive Testing, 2021, 43(5): 43-48. DOI: 10.11973/wsjc202105010

钢管混凝土构件的介质多相性及导波检测

基金项目: 

国家自然科学基金国家重大科研仪器研制项目(51827811);国家自然科学基金青年科学基金项目(51708158)

详细信息
    作者简介:

    刘鹏飞(1978-),男,硕士,工程师,主要从事建筑物的抗风抗震研究工作

    通讯作者:

    李祚华, E-mail:lizuohua@hit.edu.cn

  • 中图分类号: TU355;TG115.28

Heterogeneity and guided wave detection of concrete-filled steel tubular members

  • 摘要: 在有限元软件ABAQUS中建立混凝土骨料分层模型和基于Monte Carlo方法的圆形骨料模型,以此来研究钢管混凝土介质多相性导致的导波回波信号的变化;建立了钢管混凝土构件含轴向缺陷的模型,分析轴向缺陷大小导致的导波回波信号的变化。研究结果表明,增大骨料含量会使得导波回波信号幅值减小;增大骨料面积占比会使得导波传播速度增大且二者线性相关;当截面损伤率一定时,随着缺陷轴向长度的增加,缺陷响应的平稳段幅值先逐渐增加,后逐渐减小。
    Abstract: Based on the finite element software ABAQUS, a layered model of concrete aggregates and an aggregate model based on the Monte Carlo method were established, and the influence of the heterogeneity of the concrete-filled steel tube on guided wave propagation was studied. A model of the concrete-filled steel tube with axial defects was established, and the relationship between the axial defect size and the defect echo was analyzed. It was found that the amplitude of the guided wave echo signal decreases with the increase of the aggregate area ratio, and the guided wave propagation speed increases linearly with the increase of the aggregate area ratio. When the cross-sectional damage rate is constant, as the length of the axial defect increases, the stationary segment amplitude of defect response increases first and then decreases.
  • [1] 宁琰, 郑瑾.钢管混凝土结构发展综述[J].国外建材科技,2007,28(6):34-36,40.
    [2] 杨木旺. 钢管混凝土结构及其技术缺陷分析[D].合肥:合肥工业大学,2004.
    [3] 齐向上. 基于超声导波技术的充液管道损伤检测实验研究[D].广州:暨南大学,2012.
    [4] 刘世涛. 超声导波技术及其在输电线结构健康监测中的应用研究[D].南京:南京航空航天大学,2010.
    [5] 伍君勇. 混凝土细观结构的自动生成[D].大连:大连理工大学,2006.
    [6]

    YOUSEFI H,NOORZAD A,FARJOODI J.Simulating 2D waves propagation in elastic solid media using wavelet based adaptive method[J].Journal of Scientific Computing,2010,42(3):404-425.

    [7] 金伟良, 赵羽习.混凝土结构耐久性研究的回顾与展望[J].浙江大学学报(工学版),2002,36(4):371-380,403.
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出版历程
  • 收稿日期:  2020-11-11
  • 刊出日期:  2021-05-09

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