Advancement of Eddy Current Based Evaluation of Axial Force of High-Strength Bolts

Ayako Akutsu, E. Sasaki, Masayuki Tai, T. Shimozato
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Abstract

High-strength bolted joints are widely used in steel bridges. However, bolt axial force may decrease during the service life of a bridge for many reasons including relaxation, traffic load, and earthquake. Consequently, the remaining bolt axial force is considered a factor with uncertainty that is important to evaluate. In a previous study, the authors proposed an axial force evaluation method using eddy current. In this study, to apply the proposed axial force evaluation method to the actual measurements, new evaluation indices with the possibility of reducing measurement errors and simplifying measurement have been considered. The applicability of the improved method for high- strength bolts using weathering steel has also been examined. An experiment using both high- strength bolts and weathering steel high-strength bolts was conducted to investigate the possibility of evaluating the stress change due to the axial force with the new indices.
基于涡流法的高强度螺栓轴向力评估研究进展
高强度螺栓连接广泛应用于钢结构桥梁。然而,由于松弛、交通荷载和地震等多种原因,在桥梁的使用寿命期间,螺栓轴向力可能会下降。因此,螺栓剩余轴向力被认为是一个具有不确定性的重要评估因素。在之前的研究中,作者提出了一种利用涡流计算轴向力的方法。为了将所提出的轴向力评价方法应用到实际测量中,本研究考虑了新的评价指标,以减小测量误差,简化测量。并对改进方法在高强度耐候钢螺栓上的适用性进行了检验。以高强度螺栓和耐候钢高强度螺栓为试验对象,探讨了用新指标评价轴向力引起的应力变化的可能性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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