Advances in Civil Engineering / 2010 / Article / Fig 10

Research Article

Image-Based Framework for Concrete Surface Crack Monitoring and Quantification

Figure 10

Concrete surface at different acquisition times: (a) at 0 second (the first frame with dividing grids of the image domain); (b) at 0.625 second (the th frame); (c) at 0.65 second (the th frame at which the first crack appeared); (d) at 0.80 second (the rd frame); (e) at 1.20 seconds (the th frame); (f) at 1.85 second (the 70th frame). In (a), the subdivisions for the image domain are overlaid with the image.
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(a)
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(b)
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(c)
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(d)
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(e)
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(f)

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