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Conference paper

The use of image analysis to quantify the orientation of cracks in concrete

In Proceedings of the International Rilem Conference Materials, Systems and Structures in Civil Engineering 2016 — 2016, pp. 1-10
From

Technical University of Denmark1

Department of Civil Engineering, Technical University of Denmark2

Section for Building Design, Department of Civil Engineering, Technical University of Denmark3

Cracks formed in concrete due to frost action (or other expansive reactions) can lead to further damage e.g. because they increase moisture transport. The extent of the consequential damage in concrete is likely influenced by the orientation of the initial cracks. Traditional quantification of the crack orientation is a time consuming manual process.

In this paper, a method using automatic image analysis is proposed. The method is based on using image gradients to detect cracks and their orientation. The method produces results that concur with visual observation and manual counting in addition to being substantially quicker.

Language: English
Publisher: Rilem publications
Year: 2016
Pages: 1-10
Proceedings: International RILEM Conference on Materials, Systems and Structures in Civil Engineering
Journal subtitle: Segment on Frost Action in Concrete
ISBN: 2351581822 , 2351581830 , 9782351581827 and 9782351581834
Types: Conference paper
ORCIDs: Hasholt, Marianne Tange

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