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Table 8 Design parameters of C-FRCM in tension (ACI 549.41R).

From: Tensile Performance, Lap-Splice Length and Behavior of Concretes Confined by Prefabricated C-FRCM System

Index

ffk (MPa)

εfk (%)

Ef (GPa)

CF-T1

2,581

1.58

85.6

CF-T2

1969

1.70

93.1

  1. characteristic strength (or strain) = mean – one standard deviation for (ffk and εfk); Mean value is used for Ef as determined using Eq. (1).