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Advances in Civil Engineering
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2018
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Article
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Fig 5
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Research Article
Flexural Design and Analysis of Composite Beams with Inverted-T Steel Girder with Ultrahigh Performance Concrete Slab
Figure 5
Crack pattern of the specimens: (a) member 120f-100-400; (b) member 180f-100-50.
(a)
(b)