5. Summary
This study proposed an image analysis method to estimate crack opening development in a reinforced concrete (RC) tubular structure subjected to a cyclic displacement at its top. The image analysis results of one of the stereo imaging systems in the experiment (i.e., the north one) were presented in this paper. The crack opening fields were estimated by analyzing the displacement fields using the crack analysis method proposed in this paper.
Cracks as thin as 0.02–0.03 mm were difficult to detect to the naked eye, but could be clearly observed by image analysis. Crack opening width comparison between manual pen marks and image analysis showed that the differences were generally less than or equal to 0.03 mm. While manually marked cracks were available at only a few pause steps (seven steps in this study), image analysis provided dozens of steps of a continuous crack distribution and generated a video of crack changes. It also provided sufficient information to obtain crack opening width data of any part of any selected crack at a selected experimental time point.
This method is only applicable when cameras are firmly fixed and observed region is pre-painted with random patterns. To address these limitations, in follow-up studies, image analysis algorithms and methods can be further studied. Future algorithms can be developed to estimate camera movement by tracking predefined unmoving points or the background. Edge-detection- or machine-learning-based methods can be incorporated with the proposed method in cases where prepainted patterns on the observed surfaces are insufficient.