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锚杆张力无损检测方法的数值模拟与试验对比

Numerical Simulation and Test Comparation on the Non-destructive Testing Methods of Prestressed Bolt Tension

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【作者】 田北平毛利胜刘文方黄伯太

【Author】 TIAN Bei-ping 1,MAO Li-sheng,LIU Wen-fang 1,HUANG Bo-tai(1.School of Architecture Engineering,Sichuan University of Science & Engineering,Zigong 643000,China;2.Sichuan Central Inspection Technology Co.Ltd.,Chengdu 610045,China)

【机构】 四川理工学院建筑工程学院四川升拓检测技术有限责任公司

【摘要】 针对预应力锚杆使用过程中张力逐渐降低问题,考虑锚杆系统的卓越频率及加权频率,运用弦振理论,建立锚杆张力与自振频率相关关系模型。通过数值模拟分析的方式探求了自振频率与锚杆张力的相关性,并通过实验进行了验证。

【Abstract】 The prestressed bolt tension will gradually reduce in using process,in order to solve the above problem,the author has established the relationship model between bolt tension and calculating frequency through considering excellent frequency and power frequency of the bolt system and using the string vibration theory.The relationship between bolt tension and calculating frequency through the numerical simulation and experimental approach is proved,finally,non-destructive testing method which can calculate bolt tension according to calculating frequency is proposed.

【基金】 四川省教育厅科研项目(07ZC036);四川理工学院科研项目(2009XJKYL003)
  • 【文献出处】 四川理工学院学报(自然科学版) ,Journal of Sichuan University of Science & Engineering(Natural Science Edition) , 编辑部邮箱 ,2011年06期
  • 【分类号】TD353.6
  • 【下载频次】38
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