Abstract

Engineers can today capture high-resolution video recordings of bridge movements during routine visual inspections using modern smartphones and compile a historical archive over time. However, the recordings are likely to be from cameras of different makes, placed at varying positions. Previous studies have not explored whether such recordings can support monitoring of bridge condition. This is the focus of this study. It evaluates the feasibility of an imaging approach for condition assessment that is independent of the camera positions used for individual recordings. The proposed approach relies on the premise that spatial relationships between multiple structural features remain the same even when images of the structure are taken from different angles or camera positions. It employs coordinate transformation techniques, which use the identified features, to compute structural displacements from images. The proposed approach is applied to a laboratory beam, subject to static loading under various damage scenarios and recorded using multiple cameras in a range of positions. Results show that the response computed from the recordings are accurate, with 5% discrepancy in computed displacements relative to the mean. The approach is also demonstrated on a full-scale pedestrian suspension bridge. Vertical bridge movements, induced by forced excitations, are collected with two smartphones and an action camera. Analysis of the images shows that the measurement discrepancy in computed displacements is 6%.

Highlights

  • In the past decade, smartphones with their integrated sensor and software technologies have undergone tremendous enhancements

  • The premise of this study is that the spatial relationships between multiple structural features such as bolts in cast iron bridges remain the same even when images of the structure are taken from different angles or camera positions

  • An approach to vision-based deformation monitoring that is independent of camera positions used to collect the data for the condition assessment of bridges is developed in this paper

Read more

Summary

Introduction

Smartphones with their integrated sensor and software technologies have undergone tremendous enhancements. Samsung S20 can record ultra-high-definition 4 K (3840 × 2160 pixel) and 8 K (7680 × 4320 pixel) videos at 60 and 24 frames per second (fps), respectively, and highdefinition (1280 × 720 pixel) videos at 960 fps. These features are sufficient to capture static and dynamic response of bridges [5, 6]. Zhao et al [7] concluded that cable forces of cable-supported structures can be estimated accurately from videos of fixed and handheld smartphones after processing measurement. The collected data can be archived forming a historical record of bridge responses to loading, and when complemented with suitable data interpretation tools, engineers can use the collected data to track and detect changes in structural conditions

Methods
Findings
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call