Author:
Stockdale Gabriel,Yuan Yu,Milani Gabriele
Abstract
Abstract
This work proposes a novel non-destructive, vision-based measurement strategy to identify and quantify mechanical deformations between rigid blocks. First the possible motions between two rigid blocks were identified and measured, under the application of a perpendicular, parallel and symmetrical 4x4 point grid around the masonry joint line. Repeated calculations of lengths, dot products, and right triangles improved the precision of measurements through redundancy. Then, this method was verified via photographic images with defined deformation and 2D holography, showing good adaptability and precision. Finally, this strategy was performed to a video recording of an arch under tilting test until failure. With the dimensions of the points grid being the only known parameter, the mechanical joint, the type of rigid block motion, the failure point and the rotation angle were successfully determined.
Subject
General Physics and Astronomy
Reference11 articles.
1. Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch;Stockdale;Int. J. Mason. Res. Innov.,2016
2. SHM of a severely cracked masonry arch bridge in India: Experimental campaign and adaptive NURBS limit analysis numerical investigation;Grillanda;Construction and Building Materials,2021
3. Generalized Processing of FBG/FRP Stain Data for Structural Health Monitoring;Stockdale,2012
4. Photogrammetric 3D modelling and mechanical analysis of masonry arches: An approach based on a discontinuous model of voussoirs[J];Riveiro;Automation in Construction, 2011
5. Full-field deformation measurement and crack mapping on confined masonry walls using digital image correlation[J];Ghorbani;Experimental Mechanics, 2015