Bonded Repair of R/C Bridge Components using FRP Wrapping – McDade Road Bridge over US 40 Peter...
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Transcript of Bonded Repair of R/C Bridge Components using FRP Wrapping – McDade Road Bridge over US 40 Peter...
Bonded Repair of R/C Bridge Components using FRP Wrapping – McDade Road Bridge over US 40
Peter Chang Bala Balaguru
March 23, 2010
High Strength CompositesFiber Reinforced Polymers(FRP)• Fibers: carbon, glass
• Matrix: organic polymers
• Applications: aerospace, ship building, automobiles, rail cars, Concrete structures
Advantages of FRP
• High Strength
• Low unit weight
• High specific strength
• Corrosion resistance
• Used for more than 40 years
Major Disadvantage
• Low resistance to high temperature (fire)• Fire hazard in transportation structures,
31% as compared to 37% flooding and 8% earthquake
• Restricted use in buildings• Restricted use in tunnels• Coef. of thermal expansion >> concrete• Some high temp matrix is highly toxic
Applications of Inorganic Polymer in Civil Infrastructure
• Durable and fire resistant
• Strengthening; bricks, concrete, reinforced concrete
• Protective and graffiti resistant coatings
• Sandwich panels
Superior Properties of Geopolymer
• First:– Sets at room temperature; non toxic.
• Second:– higher heat tolerance.
• Third:– Geopolymers resist all organic solvents (and
are only affected by strong hydrochloric acid).
Features of the Inorganic Matrix
• Polysialate (“Geopolymer”)
• Aluminosilicate
• Water-based, non-toxic, durable
• Curing temperature: 20, 80, 150°C
• Resists temperatures as high as 1000°C
• Protects carbon from oxidation
Durability Tests: As Coating Material
• WET-DRY EXPOSURE (0, 50, and 100 cycles)• SCALING EXPOSURE (50cycles)
Samples Reinforced with:• 2 and 4% discrete carbon fibers • 1, 2, and 3 carbon tows • 1 and 2 layers of carbon fabric
Wet – Dry Durability
0.0
5.0
10.0
15.0
20.0
25.0
27.0 19.7 18.2Silica/Alumina Ratio
In-P
lane
She
ar S
tren
gth
(MP
a)
Before Cycling
After Cycling
Peak Load of Samples after Wet-dry Exposure
0
1
2
3
4
5
6
CON 2%FIB 4%FIB 1TOW 2TOW 3TOW 1LAY
Pe
ak L
oad
(kN
)
0 cycles 50cycles 100 cycles
Peak Load of Samples after Scaling Exposure
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
CON00 2FIB00 4FIB00 1TOW00 2TOW00 3TOW00 1LAY00 2LAY00
Pea
k Lo
ad (k
N)
0 cycles 50cycles
Typical Sample Prior to Test
• Balsa wood core with inorganic carbon fiber facings
• Smooth & glossy• Sample dimensions:
– 4 inches wide
– 4 inches long
– ¼” inch thick
Sample After Fire Testing
• Facings visibly charred from intense heat
• Rough surface with minor cracking
• Sample dimensions change, including weight
Failure Pattern
• No delamination
• No build-up of shear strain at the interface
• Strain in fiber comparable to organic matrix