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Advances in Civil Engineering
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2018
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Article
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Fig 2
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Research Article
Uniaxial Compressive Test of High Ductile Fiber-Reinforced Concrete and Damage Constitutive Model
Figure 2
Typical failure mode of specimens. (a) Matrix, (b) HDC-2, (c) HDC-4, (d) HDC-5, and (e) HDC-6.
(a)
(b)
(c)
(d)
(e)