Research Article

Effect of Steel Fiber Type and Curing Regimen on the Mechanical Properties of Reactive Powder Concrete

Table 7

Flexural strength results.

MixtureFlexural strength (MPa)
Curing ICuring IICuring III

RPC-16.67.74.5
RPC-210.111.48.1
RPC-315.316.814.1
RPC-49.110.37.2
RPC-512.113.110.8
RPC-612.913.711.1
RPC-719.720.417.8
RPC-811.512.49.3
RPC-917.918.916.8
RPC-109.610.97.5
RPC-1114.515.913.4
RPC-1210.611.98.6
RPC-1316.318.115.7