基于透射法的钢绞线预应力无损检测研究Research on nondestructive testing of prestressed steel strand based on transmission method
龙士国;许文宗;唐海翔;唐好文;
摘要(Abstract):
利用COMSOL进行不同应力下锚具声学特性的有限元分析,并通过试验对不同应力下的锚具进行声学特性试验研究,对时域信号进行傅立叶变换得到频谱信号,对频谱信号进行归一化及对数正态分布拟合,得到钢绞线预应力与对数标准差λ之间的关系。结果表明:对数标准差λ与钢绞线预应力之间存在着良好的对数函数关系,在不同钢绞线预应力下,可以通过测量锚头的对数标准差λ来确定钢绞线预应力值,为钢绞线预应力的检测提供了一种方便、快捷的测量方式。
关键词(KeyWords): 钢绞线;预应力;有限元分析;对数正态分布;透射法
基金项目(Foundation): 国家自然科学基金项目(编号:11172258);; 湖南省科技厅重大科技项目(编号:2017SK1010);; 湖南省教育厅重大科研项目(编号:16A209)
作者(Authors): 龙士国;许文宗;唐海翔;唐好文;
DOI: 10.14188/j.1671-8844.2023-02-010
参考文献(References):
- [1]鲁四平,黄方林.湘江银盆岭大桥横向预应力束永久预应力试验研究[J].铁道科学与工程学报,2011,8(4):24-27.Lu Siping,Huang Fanglin.Experimental research on the permanent prestress of transverse prestressing bundle for the Xiangjiang Yinpenling bridge[J].Journal of Railway Science and Engineering,2011,8(4):24-27.
- [2]周家刚,尹新刚.在役预应力混凝土桥梁预应力检测技术——现状、技术难点与展望[J].公路交通科技(应用技术版),2011,7(6):219-222.Zhou Jiagang,Yin Xingang.Prestressing detection technology for existing prestressed concrete bridges:Status quo, technical difficulties and prospects[J]. Journal of Highway Transportation Technology(Application Technology Edition),2011,7(6):219-222.
- [3]钱骥,陈鑫,蒋永,等.基于导波能量谱的钢绞线腐蚀损伤识别研究[J].振动与冲击,2018,37(20):115-121.Qian Ji,Chen Xin,Jiang Yong,et al.Steel strands corrosion identification based on guide wave energy spectrum[J]. Journal of Vibration and Shock, 2018, 37(20):115-121.
- [4]刘承斌,王柏生,曲昌春.用振动法进行PRC梁的预应力损失检测[J].振动与冲击,2003,(3):95-97.Liu Chengbin, Wang Baisheng, Qu Changchun.Prediction of PRC beam′s loss of prestress based on vibration test[J].Journal of Vibration and Shock,2003,(3):95-97.
- [5]李卫刚,张森,李晓猛.应变片法与反拉法在锚下有效预应力检测中的分析比较[J].自动化与仪器仪表,2019,(10):198-201.Li Weigang, Zhang Sen, Li Xiaomeng. Analysis and comparison of strain gauge method and lift-off test in detection of prestressing under anchor[J]. Automation&Instrumentation,2019,(10):198-201.
- [6]罗斌,唐树名,程晓辉,等.锚下预应力反拉检测技术[J].公路交通技术,2012,28(1):12-14.Luo Bin, Tang Shuming, Cheng Xiaohui, et al. Techniques of reverse drawing detection of prestress under anchor[J]. Technology of Highway and Transport,2012,28(1):12-14.
- [7]吴佳晔.等效质量法在锚下有效预应力检测中的应用[J].铁道建筑,2017,57(7):1-4.Wu Jiaye.Application of equivalent mass method in inspection of effective prestress under anchorage[J]. Railway Engineering,2017,57(7):1-4.
- [8]付威亚.基于弹性波理论的预应力锚索无损检测方法研究[D].重庆:重庆交通大学,2017.Fu Weiya.Study on the nondestructive testing methods of prestressed anchor cable based on elastic wave theory[D].Chongqing:Chongqing Jiaotong University,2017.
- [9] Li X X, Zhang B N, Yuan C, et al.An electromagnetic oscillation method for stress measurement of steel strands[J].Measurement,2018,125:330-335.
- [10] Lanza discalea F, Rizzo P, Seible F. Stress measurement and defect detection in steel strands by guided stress waves[J]. Journal of Materials in Civil Engineering,2003,15(3):219-227.
- [11] Chaki S. Guided ultrasonic waves for non-destructive monitoring of the stress levels in prestressed steel strands[J].Ultrasonics,2009,49(2):162-171.
- [12]刘增华,刘溯,吴斌,等.预应力钢绞线中超声导波声弹性效应的试验研究[J].机械工程学报, 2010, 46(2):22-27.Liu Zenghua, Liu Su, Wu Bin, et al. Experimental research on acoustoelastic effect of ultrasonic guided waves in prestressing steel strand[J].Journal of Mechanical Engineering,2010,46(2):22-27.
- [13]卢小明,钱骥.基于声弹性效应的钢绞线张拉力识别方法[J].科学技术与工程,2019,19(13):281-286.Lu Xiaoming, Qian Ji. Identification method of tension of steel strand based on acoustic elastic effect[J]. Science Technology and Engineering, 2019, 19(13):281-286.
- [14]王清洲,郭凯,徐令选,等.基于等效质量法的梁板有效预应力值测试研究[J].中外公路,2018,38(1):117-122.Wang Qingzhou,Guo Kai,Xu Lingxuan,et al.The effective prestress test research of the beam based on equivalent quality standard[J]. Journal of China&Foreign Highway,2018,38(1):117-122.
- [15] Medina R, Garrido M. Improving impact-echo method by using cross-spectral density[J].Journal of Sound and Vibration,2007,304(3/4/5):769-778.
- [16]林莉,李喜孟.超声波频谱分析技术及其应用[M].北京:机械工业出版社,2009.Lin Li,Li Ximeng.Ultrasonic Spectrum Analysis Technology and Its Application[M]. Beijing:China Machine Press,2009.