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Shock and Vibration
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2020
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Article
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Fig 12
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Research Article
Impact Resistance Behavior of Reinforced Concrete Beams Deteriorated due to Repeated Freezing and Thawing
Figure 12
Cracking behavior of the upper edge concrete at the mid-span. (a) N-H1.0. (b) D-H1.0-1. (c) D-H1.0-2.
(a)
(b)
(c)