Published January 1, 2018 | Version v1
Journal article Open

Non-Contact Smartphone-Based Monitoring of Thermally Stressed Structures

  • 1. Univ Pittsburgh, Dept Civil & Environm Engn, Lab Nondestruct Evaluat & Struct Hlth Monitoring, Pittsburgh, PA 15261 USA
  • 2. ITU, Dept Civil Engn, TR-34469 Istanbul, Turkey
  • 3. Univ Alicante, Inst Phys Appl Sci & Technol, Alicante 03690, Spain
  • 4. Univ Alicante, Dept Civil Engn, Alicante 03690, Spain

Description

The in-situ measurement of thermal stress in beams or continuous welded rails may prevent structural anomalies such as buckling. This study proposed a non-contact monitoring/inspection approach based on the use of a smartphone and a computer vision algorithm to estimate the vibrating characteristics of beams subjected to thermal stress. It is hypothesized that the vibration of a beam can be captured using a smartphone operating at frame rates higher than conventional 30 Hz, and the first few natural frequencies of the beam can be extracted using a computer vision algorithm. In this study, the first mode of vibration was considered and compared to the information obtained with a conventional accelerometer attached to the two structures investigated, namely a thin beam and a thick beam. The results show excellent agreement between the conventional contact method and the non-contact sensing approach proposed here. In the future, these findings may be used to develop a monitoring/inspection smartphone application to assess the axial stress of slender structures, to predict the neutral temperature of continuous welded rails, or to prevent thermal buckling.

Files

bib-6c967531-65de-42c6-96ac-7bd534943309.txt

Files (167 Bytes)

Name Size Download all
md5:2ad6adf858913e91aa78828d05b55ae5
167 Bytes Preview Download