Research Article
Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete
Figure 9
Average flexural load-deflection behavior by various conditions of w/b of 17.2%: (a) U17.2 based on PE fibers with different lengths, (b) U17.2 based on steel fibers with short PE fibers, and (c) U17.2 based on steel fibers with long PE fibers.
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(b) |
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