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钢轨轨底垂直振动模式导波检测技术的实验研究
引用本文:卢超,李诚,常俊杰. 钢轨轨底垂直振动模式导波检测技术的实验研究[J]. 实验力学, 2012, 27(5): 593-600
作者姓名:卢超  李诚  常俊杰
作者单位:1. 无损检测技术教育部重点实验室,南昌航空大学,南昌330063
2. 无损检测技术教育部重点实验室,南昌航空大学,南昌330063;日本探头株式会社,横滨232-0033
基金项目:国家自然科学基金(10964008, 51265044),江西省自然科学基金项目(20114BAB202008)
摘    要:现有铁路钢轨超声探伤车技术无法检测线路钢轨轨底缺陷,给铁路运输安全带来很大隐患.本文开展了钢轨轨底超声导波传播特性和垂直振动模式导波检测技术研究,采用半解析有限元方法分析了我国60型钢轨轨底的各振动模态导波频散曲线和波结构.应用模态锤技术对自由状态钢轨轨底垂直振动模态导波传播特性进行了实验测量,结果表明,在0~100kHz频率范围内,钢轨轨底垂直振动模态优势模式与厚度为14 mm板中的A0模式兰姆波具有等效性.进一步研究了激励频率、激励脉冲周数、传播距离对轨底垂直振动模态导波传播的影响,设计了导波斜探头,选择合适的参数在钢轨轨底激励出垂直振动模态导波并检测出了轨底的人工缺陷.本文的研究结果为线路钢轨轨底的导波检测技术奠定了一定的基础.

关 键 词:导波  频散曲线  波结构  钢轨轨底  无损检测
修稿时间:2012-06-04

Experimental Investigation on Guided Wave Detection Technology for Rail Bottom Vertical Vibration Mode
LU Chao,LI Cheng and CHANG Jun-jie. Experimental Investigation on Guided Wave Detection Technology for Rail Bottom Vertical Vibration Mode[J]. Journal of Experimental Mechanics, 2012, 27(5): 593-600
Authors:LU Chao  LI Cheng  CHANG Jun-jie
Affiliation:Key Laboratory of Nondestructive Testing, Ministry of Education, Nanchang Hangkong University, Nanchang 330063, China;Key Laboratory of Nondestructive Testing, Ministry of Education, Nanchang Hangkong University, Nanchang 330063, China;1.Key Laboratory of Nondestructive Testing, Ministry of Education, Nanchang Hangkong University, Nanchang 330063, China; 2.Japan Probe Co., Ltd, Yokohama 232-0033, Japan
Abstract:Existing railroad rail ultrasonic testing car equipped with special transducer such as wheel probe is blind to the defects in rail bottom; which is a great hidden danger for rail transport safety. Therefore, investigation on propagation characteristics of ultrasonic guided waves in rail bottom and guided wave inspection technique based on vertical vibration mode was carried out. At first, the dispersion curve and wave structure of guided wave propagating in 60# rail bottom in various vibration modes were numerically calculated by using semi-analytical finite element method. Secondly, the propagation characteristics of guided wave in vertical vibration mode for rail bottom in unrestrained state were experimentally analyzed by model hammer technology. Results show that within 0~100kHz frequency range, the propagation characteristics of dominant guided wave vertical vibration mode in rail bottom are very similar to that of A0 mode of Lamb waves in a 14mm thick plate. Furthermore, dominate influence factors concerned to guided wave propagation in vertical vibration mode in rail bottom, such as excitation frequency, excitation pulse oscillate cycles and propagation distance were investigated. A guided wave angle probe was self-designed and appropriate parameters were select, then, the artificial cracks in rail bottom were successfully detected by vertical vibration guided waves. Above results provide a basis of nondestructive testing technique for rail bottom based on guided waves in vertical vibration mode.
Keywords:guided wave   dispersion curve   wave structure   rail bottom   nondestructive testing (NDT)
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