After extensive laboratory research on
glass fiber reinforced polymer (GFRP) as internal reinforcement of
concrete, graduate students at the University of Miami are working with
Moss Construction Management to substitute steel deck reinforcement with
GFRP rebars in the construction of the “Fate Bridge” on campus in an
effort to combat future corrosion problems. To date, GFRP has proven to
be an effective internal reinforcement for concrete structures as an
alternative to steel due to its magnetic transparency, corrosion
resistance, durability, high strength-to-weight-ratio, and life
expectancy. GFRP is also about four times lighter than steel.
GFRP
bars, replacing standard steel rebars for concrete reinforcement, have
been laid out on the bridge deck. The next step is casting the concrete.
This decreases the amount of labor needed to complete the same tasks in
construction sites. This also makes the use of GFRP more advantageous
than steel for the bridge project, and it could decrease concrete usage
in the future.
Lead
by their advisor, the students are installing a state of the art
monitoring system with two types of gauges embedded in concrete and
directly attached to the reinforcing GFRP and steel rebars in the bridge
deck and superstructure. The Vibrating Wire Strain Gauges are designed
to measure strains on the steel or GFRP internal reinforcement of
certain concrete elements in the bridge. These gauges consist of a steel
wire tensioned between two mounting blocks attached to stainless steel
pads which are epoxy bonded to the rebars. The Concrete Embedment Strain
Gauges are designed to measure strains directly by embedment in
concrete using the vibrating principle with a steel wire compressed
between two blocks.
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