Research Article
Fracture Properties of Recycled Concrete Reinforced with Nanosilica and Steel Fibers
Figure 12
The stress-strain curves. (a) R0-0-0.75. (b) R0-1-0.75. (c) R0-2-0.75. (d) R100-0-0.75. (e) R100-1-0.75. (f) R100-2-0.75.
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| (b) |
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