Application of digital-image-correlation techniques in analysing cracked cylindrical pipes |
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Authors: | Shih-Heng Tung Chung-Huan Sui |
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Affiliation: | (1) Division of Highway Engineering, The Royal Institute of Technology, Stockholm, Sweden;(2) Department of Civil & Environmental Engineering & Architecture, University of Parma, Parma, Italy;(3) Department of Civil & Coastal Engineering, University of Florida, Gainesville, FL, USA |
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Abstract: | Cracks induced by external excitation on a material that has defects may generate the stress concentration phenomenon. The
stress concentration behaviour causes local buckling, which will induce the damage of the members made of this material. Thus,
developing techniques to monitor the strain variation of a cracked member is an important study. The traditional technique
(such as strain gauge) can only measure the average strain of a region. The strain variation within this region cannot be
determined. Therefore, it cannot sufficiently reflect the mechanical behaviour surrounding the crack. The Digital image correlation
technique recently developed is an image identification technique to be applied for measuring the object deformation. This
technique is capable of correlating the digital images of an object before and after deformation and further determining the
displacement and strain field of an object based on the corresponding position on the image. In this work, this technique
is applied to analyse the mechanics of a cylindrical pipe experiencing crack destruction. The fixing device is used to avoid
shaking the specimen during the pressurizing process. The image capture instruments are fixed on the stable frame to measure
the deformation of specimen accurately. Through the cylindrical pipe cracking test, the capacity of the digital image correlation
technique for surveying the strain variation in a tiny region is validated. Then, the experimental results obtained using
the digital image correlation analysis is used to demonstrate the crack development tendency in defect materials and the stress
concentration zone. |
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