Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete

Figure 8

Average flexural load-deflection behavior by various conditions of w/b of 16.4%: (a) U16.4 based on PE fibers with different lengths, (b) U16.4 based on steel fibers with short PE fibers, and (c) U16.4 based on steel fibers with long PE fibers.

(a)

(b)

(c)