李冬生

122

  • 教授     博士生导师   硕士生导师
  • 主要任职:建设工程学院副院长
  • 其他任职:土木水利国家教学示范中心主任、辽宁省土木基础设施安全监测与控制重点实验室主任
  • 性别:男
  • 毕业院校:哈尔滨工业大学
  • 学位:博士
  • 所在单位:建设工程学院
  • 学科:结构工程. 桥梁与隧道工程
  • 办公地点:土木工程学院综合3号楼305研究室
  • 联系方式:lidongsheng@dlut.edu.cn
  • 电子邮箱:lidongsheng@dlut.edu.cn

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开通时间:2018.3.5

最后更新时间:2018.3.5

Damage analysis of CFRP-confined circular concrete-filled steel tubular columns by acoustic emission techniques

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论文类型:期刊论文

发表时间:2015-08-01

发表刊物:SMART MATERIALS AND STRUCTURES

收录刊物:SCIE、EI、Scopus

卷号:24

期号:8

ISSN号:0964-1726

关键字:acoustic emission; CFRP-CCFT column; process of damage; failure mode; safety evaluation

摘要:Damage properties of carbon fiber-reinforced polymer (CFRP) confined circular concrete-filled steel tubular (CCFT) columns were analyzed through acoustic emission (AE) signals. AE characteristic parameters were obtained through axial compression tests. The severity of damage to CFRP-CCFT columns was estimated using the growing trend of AE accumulated energy as basis. The bearing capacity of CFRP-CCFT columns and AE accumulated energy improved as CFRP layers increased. The damage process was studied using a number of crucial AE parameters. The cracks' mode can be differentiated through the ratio of the rise time to the waveform amplitude and through average frequency analysis. With the use of intensity signal analysis, the damage process of the CFRP-CCFT columns can be classified into three levels that represent different degrees. Based on b-value analysis, the development of the obtained cracks can be defined. Thus, identifying an initial yielding and providing early warning is possible.