Detection of internal crack growth in polyethylene pipe using guided wave ultrasonic testing

IF 2.6 2区 工程技术 Q2 ENGINEERING, CIVIL Earthquake Engineering and Engineering Vibration Pub Date : 2024-04-19 DOI:10.1007/s11803-024-2238-8
Jay Kumar Shah, Hao Wang, Said El-Hawwat
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Abstract

Despite the success of guided wave ultrasonic inspection for internal defect detection in steel pipes, its application on polyethylene (PE) pipe remains relatively unexplored. The growth of internal cracks in PE pipe severely affects its pressure-holding capacity, hence the early detection of internal cracks is crucial for effective pipeline maintenance strategies. This study extends the scope of guided wave-based ultrasonic testing to detect the growth of internal cracks in a natural gas distribution PE pipe. Laboratory experiments and a finite element model were planned to study the wave-crack interaction at different stages of axially oriented internal crack growth with a piezoceramic transducer-based setup arranged in a pitch-catch configuration. Mode dispersion analysis supplemented with preliminary experiments was performed to isolate the optimal inspection frequency, leading to the selection of the T(0,1) mode at 50-kHz for the investigation. A transmission index based on the energy of the T(0,1) mode was developed to trace the extent of simulated crack growth. The findings revealed an inverse linear correlation between the transmission index and the crack depth for crack growth beyond 20% crack depth.

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利用导波超声波测试检测聚乙烯管道内部裂缝的生长情况
尽管导波超声波检测在钢管内部缺陷检测方面取得了成功,但其在聚乙烯(PE)管材上的应用仍相对欠缺。聚乙烯管材内部裂纹的生长会严重影响其承压能力,因此早期检测内部裂纹对于有效的管道维护策略至关重要。本研究扩展了基于导波的超声波测试范围,以检测天然气输送聚乙烯管材内部裂缝的生长情况。我们计划通过实验室实验和有限元模型来研究在轴向内部裂纹生长的不同阶段波与裂纹之间的相互作用。为了分离出最佳检测频率,在初步实验的基础上进行了模式频散分析,最终选择了频率为 50 kHz 的 T(0,1) 模式进行研究。根据 T(0,1)模式的能量开发了一种传输指数,用于跟踪模拟裂纹生长的程度。研究结果表明,当裂纹深度超过 20% 时,传输指数与裂纹深度呈反向线性相关。
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来源期刊
CiteScore
4.70
自引率
21.40%
发文量
1057
审稿时长
9 months
期刊介绍: Earthquake Engineering and Engineering Vibration is an international journal sponsored by the Institute of Engineering Mechanics (IEM), China Earthquake Administration in cooperation with the Multidisciplinary Center for Earthquake Engineering Research (MCEER), and State University of New York at Buffalo. It promotes scientific exchange between Chinese and foreign scientists and engineers, to improve the theory and practice of earthquake hazards mitigation, preparedness, and recovery. The journal focuses on earthquake engineering in all aspects, including seismology, tsunamis, ground motion characteristics, soil and foundation dynamics, wave propagation, probabilistic and deterministic methods of dynamic analysis, behavior of structures, and methods for earthquake resistant design and retrofit of structures that are germane to practicing engineers. It includes seismic code requirements, as well as supplemental energy dissipation, base isolation, and structural control.
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