Research Article
Influence of the Amount of Steel Fibers on Fracture Energy and Drying Shrinkage of HPFRCC
Figure 11
(a) The load-CMOD curves of HPFRCC with 100 kg/m3 to 200 kg/m3 of steel fibers during the wedge splitting test. (b) Cracking form of a specimen with different contents of steel fibers.
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