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Vision-Based Quality Control Testing of Elastomeric Bridge Bearings

Abstract

Elastomeric bridge bearings are widely used in bridges in order to allow deformations caused by temperature variations, traffic loading, shrinkage due to prestress or aging, and construction misalignments. However, manufacturing imperfections in these bearings (such as deviations in rubber layer thickness and non-parallel steel plates) affect their structural performance. Currently, quality control of these bearings involves destructive testing, which is costly and time consuming. This paper presents an alternative, vision-based approach for assessing the internal structure of elastomeric bridge bearings, which eliminates the need to destroy them. Three-dimensional digital image correlation (3D-DIC) is used to estimate the thickness of different rubber layers and any shim rotation or distortion based on deformation patterns on the surfaces of the bearings during compression testing. 3D-DIC provides full-field measurements of displacement and strain on the surface by tracking the distribution of grayscale values of pixel-based subsets in the sequence of stereo images. The presented approach enables engineers to efficiently evaluate bearings for quality control purposes.

Authors

Soleimani SA; Konstantinidis D; Balomenos GP

Pagination

pp. 651-664

Publisher

American Society of Civil Engineers (ASCE)

Publication Date

April 2, 2020

DOI

10.1061/9780784482896.060

Name of conference

Structures Congress 2020

Labels

Fields of Research (FoR)

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