Experimental Mechanics

, Volume 37, Issue 3, pp 307–313

Measurement of deformations on concrete subjected to compression using image correlation

Authors

  • S. Choi
    • NSF Center for ACBM
  • S. P. Shah
    • NSF Center for ACBM
Article

DOI: 10.1007/BF02317423

Cite this article as:
Choi, S. & Shah, S.P. Experimental Mechanics (1997) 37: 307. doi:10.1007/BF02317423

Abstract

Because the nature of failure in concrete is complicated due to the material heterogeneity, a robust measuring method is essential to obtain reliable deformation data. A nondestructive displacement evaluation system using a digital image cross-correlation scheme, often called computer vision, is developed to make microscopic examinations of the fracture processes in concrete. This is a full-field measuring method that gives an accuracy within the micron range for a 100 mm × 75 mm viewing area. A feedback signal that combines the lateral and axial deformations provides a well-balanced imaging rate both before and after the peak load. Displacement vector diagrams or displacement contour maps of concrete reveal highly nonuniform deformations even in the elastic range. The processes of fracture in concrete are well defined at different deformation levels.

Key Words

Concretefeedback signalfracturedigital image cross correlationnondestructive evaluation

Copyright information

© Society for Experimental Mechanics, Inc. 1997