等离子体改性碳纳米管混凝土在桥墩节点处的智能监测
作者:
作者单位:

苏州科技大学 土木工程学院,江苏 苏州 215011

作者简介:

李振东(1997—),男,江苏苏州人,苏州科技大学硕士生.E-mail:lizhendong1221@163.com

通讯作者:

孙 敏(1970—),女,江苏苏州人,苏州科技大学副教授,硕士生导师,博士.E-mail:sunmin@mail.usts.edu.cn

中图分类号:

TU528.59

基金项目:

江苏省自然科学基金资助项目(BK20171220);江苏省研究生科研创新计划(KYCX_2767)


Intelligent Monitoring of Plasma-Modified Carbon Nanotube Concrete at Bridge Pier Nodes
Author:
Affiliation:

College of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, China

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    摘要:

    设计了 3组连接方式的装配式桥墩,在连接节点处采用等离子体改性碳纳米管(P-CNT)混凝土,研究了低周往复荷载作用下,桥墩连接节点处P-CNT混凝土受力时电阻的变化情况,以验证P-CNT混凝土应用于桥墩节点进行智能监测的可能性.结果表明:3组连接方式下,P-CNT混凝土均表现出良好的力学性能和压敏性能;当连接节点处混凝土出现裂缝或分离脱落时,其电阻值出现突增现象,且电阻突增变化率随着节点处混凝土破坏程度的升高而增加.说明P-CNT混凝土智能材料可以有效监测节点处的受力状态.

    Abstract:

    Three groups of fabricated bridge piers with different connection methods were established, and plasma-modified carbon nanotube(P-CNT) concrete was used at the connection nodes. Under the action of low cycle reciprocating load, the resistance value changes of P-CNT concrete at the connection nodes of three groups of assembled bridge piers under stress were studied, and the possibility of applying P-CNT concrete to intelligent monitoring at bridge pier nodes was verified. The results show that the P-CNT concrete shows good mechanical properties and pressure-sensitive properties under the three connection methods. When the concrete at the connection node is cracked or separated, its resistance value increases suddenly. The incremental change rate increases with the degree of concrete failure at the node. It shows that the application of P-CNT concrete smart material to the connection nodes of prefabricated piers can effectively monitor the stress state at the nodes.

    表 1 C50自密实混凝土配合比Table 1 Mix proportion of C50 self-compacting concrete
    表 2 CNT材料参数Table 2 Parameter of CNT materials
    图1 各组试件尺寸示意图Fig.1 Size schematic diagram of each group of specimen(size:mm)
    图2 P-CNT和CNT初始分散性对比Fig.2 Initial dispersion comparison of P-CNT and NT
    图3 各组预制试件照片Fig.3 Photos of each group of prefabricated specimen
    图4 电极块和试件照片Fig.4 Photos of copper rod electrode block and specimen
    图5 连接节点处记号标注Fig.5 Marking at connected nodes
    图6 试件加载装置和测试方法示意图Fig.6 Diagram of loading device and testing method
    图7 各组节点处监测数据Fig.7 Monitoring data at nodes of each group
    图8 节点破坏时各组电阻变化及实例照片Fig.8 Resistance change and example photo of each group specimen during node failure
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引用本文

李振东,孙敏.等离子体改性碳纳米管混凝土在桥墩节点处的智能监测[J].建筑材料学报,2022,25(6):643-649

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  • 收稿日期:2021-04-13
  • 最后修改日期:2021-05-17
  • 在线发布日期: 2022-08-01
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