]>Image-Based Framework for Concrete Surface Crack Monitoring and Quantification : Figure 3
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215295.fig.003b
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Figure 3: A laboratory biaxial test specimen under cyclic loading (a) at drift ratio of 𝛾 = 0 . 2 1 % and (b) 𝛾 = 0 . 4 1 % (images courtesy of Soppe and Hutchinson, [16]).