Chen, G.D., Sun, S.S., Pommerenke, D., Drewniak, J.L., Greene, G.G., McDaniel, R.D., Belarbi, A. and Mu, H.M. (2005) Crack Detection of a Full-Scale Reinforced Concrete Girder with a Distributed Cable Sensor. Smart Materials and Structures, 14, S88-S97.
http://dx.doi.org/10.1088/0964-1726/14/3/011

has been cited by the following article:

• TITLE: Self-Sensing TDR for Bearing Failure Detection of CFRP Laminate Fastener Hole with Particular Reference to the Effect of Fasteners

  AUTHORS: Akira Todoroki, Keisuke Ohara, Yoshihiro Mizutani, Yoshiro Suzuki, Ryosuke Matsuzaki

  KEYWORDS: Composites, Time Domain Reflectometry, Self-Sensing, Bearing Failure, Fasteners, Monitoring

  JOURNAL NAME: Open Journal of Composite Materials, Vol.5 No.3, June 11, 2015

  ABSTRACT: Carbon fiber reinforced polymer composites (CFRP) have been applied to aerospace and automobile structures. For many CFRP structures, mechanical metallic fasteners are usually adopted. For the fasteners used in internal structures such as a wing box, the damage to the CFRP structures around fastener holes is visually quite difficult to find. A simple method to find the damage around fastener holes is required. In this study a self-sensing time domain reflectometry (TDR) method is newly applied to detect bearing failure around the fastener holes of CFRP structures. A microstrip-line method is generally used to create a transmission line. When the transmission line is mounted near the metallic fasteners, they may affect the impedance of the transmission line. In this study, the effect of distance between the fasteners and the transmission line was numerically investigated using a finite difference time domain analysis method. After finding the appropriate distance, experiments were performed to detect the bearing failure around a fastener hole. The experiments showed the performance of the self-sensing TDR for detecting bearing failure.