Investigating corrosion-induced deterioration in bolted steel plate joints using guided wave ultrasonic inspection

IF 3.6 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Civil Structural Health Monitoring Pub Date : 2024-08-20 DOI:10.1007/s13349-024-00843-4
Jay Kumar Shah, Subhra Majhi, Abhijit Mukherjee, Hao Wang
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Abstract

Bolted steel plate joints encounter challenges posed by joint corrosion, which impact the quality of interfacial contact among the bolted components. Unfortunately, no correlation between corrosion-induced joint damage and preload, nor an existing numerical model capable of capturing such effects, has been identified. This study aims to utilize guided wave ultrasonic investigation to examine the deterioration of interfacial contact caused by corrosion in bolted joints. Additionally, a contact modification-based numerical approach is presented to capture the effects of changing interfacial stress during joint corrosion. Guided wave mode selection was conducted with some preliminary experiments supplemented with the theory of wave mode dispersion, hence leading to the selection of S0 and A0 mode existing at 300 kHz. The joint was then corroded in a controlled manner using an electrochemical process while simultaneous ultrasonic measurements were taken. The experimental observations highlighted the progressive dispersion in the transmitted A0 mode across the bolted joint, potentially due to changing interfacial stress boundaries between the plates. A damage parameter, termed the dispersion index, was developed based on the energy ratio of different signal sections. A linear change in the dispersion index was observed with the increase in corrosion-induced mass loss. The insight was further established through a numerical investigation by studying the effect of changing bolt preload and the corresponding interfacial stress distribution. The findings revealed that monitoring the changes in the stress distribution at the bolted interface can provide insight into interfacial corrosion. Eventually, destructive tension test results confirmed the effect of joint corrosion on the load-bearing capacity of the joint. The change in failure mode of the pristine and corroded specimen is observed. The reported approach establishes the potential of ultrasonic inspection to investigate the interfacial health of a bolted joint in corroding conditions.

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利用导波超声波检测技术研究螺栓连接钢板的腐蚀诱发劣化问题
螺栓连接钢板接头面临着接头腐蚀带来的挑战,腐蚀会影响螺栓连接部件之间的界面接触质量。遗憾的是,目前还没有发现腐蚀引起的接头损坏与预紧力之间的相关性,也没有能够捕捉这种影响的现有数值模型。本研究旨在利用导波超声波调查来研究螺栓连接中腐蚀引起的界面接触恶化。此外,还介绍了一种基于接触修正的数值方法,以捕捉接头腐蚀过程中界面应力变化的影响。通过一些初步实验,并辅以波模分散理论,进行了导波模式选择,从而选择了 300 kHz 频率下的 S0 和 A0 模式。然后利用电化学过程对接头进行受控腐蚀,同时进行超声波测量。实验观察结果表明,在整个螺栓连接处,传输的 A0 模式逐渐分散,这可能是由于板之间的界面应力边界发生了变化。根据不同信号截面的能量比,开发出一种称为分散指数的损坏参数。随着腐蚀引起的质量损失的增加,分散指数也发生了线性变化。通过对螺栓预紧力变化的影响以及相应的界面应力分布进行数值研究,进一步证实了这一观点。研究结果表明,监测螺栓界面应力分布的变化可以深入了解界面腐蚀情况。最终,破坏性拉伸试验结果证实了接头腐蚀对接头承载能力的影响。原始试样和腐蚀试样的失效模式发生了变化。所报告的方法证实了超声波检测在研究腐蚀条件下螺栓连接界面健康状况方面的潜力。
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来源期刊
Journal of Civil Structural Health Monitoring
Journal of Civil Structural Health Monitoring Engineering-Safety, Risk, Reliability and Quality
CiteScore
8.10
自引率
11.40%
发文量
105
期刊介绍: The Journal of Civil Structural Health Monitoring (JCSHM) publishes articles to advance the understanding and the application of health monitoring methods for the condition assessment and management of civil infrastructure systems. JCSHM serves as a focal point for sharing knowledge and experience in technologies impacting the discipline of Civionics and Civil Structural Health Monitoring, especially in terms of load capacity ratings and service life estimation.
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