360R-06 Design of Slabs-on-Ground



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Design of Slabs-on-Ground

10.3.2.8 Durability in corrosive environments—Plain
carbon steel fibers are protected from corrosion by the alkaline
environment of the cementitious matrix and their electrical
discontinuity. Laboratory and field testing of intact steel FRC
shows that in the long term, steel fiber corrosion is limited to
a depth of 0.1 in. (2.5 mm). Laboratory and field testing of
cracked steel FRC in an environment containing chlorides
indicates that fibers passing across the crack can corrode
similar to conventional reinforcement but without causing
spalling (Hoff 1987). Previous studies showed that crack
widths of less than 0.004 in. (0.1 mm) do not allow corrosion
of steel fibers passing the crack (Morse and Williamson
1977); however, more recent studies show that crack widths
up to 0.02 in. (0.5 mm) have no adverse effect on corrosion of
steel fibers. If cracks wider than 0.02 in (0.5 mm) are limited
in depth, the consequences of this localized corrosion may not
be structurally significant.
10.3.3 Thickness design methods—Three methods available
for selecting the thickness of steel FRC slabs-on-ground are
described in this section:
• PCA, WRI, and COE thickness design methods;
• Elastic method;
• Yield line method;
• Nonlinear finite modeling;
• Combined steel FRC and bar reinforcement.
These design methods are dependent on steel FRC
attaining a minimum level of ductility. In addition, suggested
performance levels are provided in Table 10.1 for various
floor loading conditions. These values represent a compila-
tion of performance values obtained from trade literature.
10.3.3.1 PCA/WRI/COE method—The PCA/WRI/COE
methods described in 
Chapter 6 
may all be applied to the
design of steel FRC slabs-on-ground. Using this approach,
steel fiber reinforcement will be used for serviceability
design issues such as temperature and shrinkage crack
control, enhanced joint stability, and impact and fatigue
resistance. For specific designs or steel fiber quantities, fiber
manufacturers should be consulted.

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