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Development of a Polymer Wear Surface for a FRP Composite Bridge Deck

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Title: Development of a Polymer Wear Surface for a FRP Composite Bridge Deck


1
Development of a Polymer Wear Surface for a FRP
Composite Bridge Deck
  • D.C. Haeberle, L.A. Harris, J.J. Lesko,
  • J.S. Riffle, and T.E. Cousins
  • Materials Response Group
  • Virginia Tech

2
Acknowledgements
  • Virginia Transportation Research Council
  • Strongwell Corporation
  • Landford Brothers Contractors
  • Dow Plastics
  • Reichhold Chemicals
  • Materials Response Group
  • Center for Adhesive and Sealant Science
  • Adhesive and Sealant Council Education Foundation

3
Strongwell Bridge Deck
4
Field Application
5
Presentation Overview
  • Project Description
  • Sample Preparation
  • Tests Conducted
  • Discussion of Results
  • Conclusions

6
Project Description
  • Evaluation of the effects of sample variables on
    the properties of a polymer wear surface produced
    on a pultruded glass-reinforced isophthalic
    polyester surface for bridge deck applications.

Sample Variables
Properties
resin type aggregate size distribution surface
thickness treatments to the composite surface
temperature
strain-to-failure tensile rupture puncture
resistance durability
7
Sample Parameters
Strain-to-failure Tensile Rupture Strength
Analysis
  • Resins
  • Derakane 411-350 Vinyl Ester
  • Derakane 8084 Toughened Vinyl Ester
  • Aquathane Polyurethane
  • Thickness
  • 1 Layer (about 1/16 in.)
  • 2 Layers (about 3/16 in.)
  • 3 Layers (about 5/16 in.)
  • Aggregate
  • VDOT Silica Sand
  • Gap-Graded Quartz
  • Fine Quartz
  • Surface Treatment
  • Acetone wash
  • Grit-Blasted
  • Temperature
  • -40 oC
  • 25 oC
  • 60 oC

8
Sample Components
Aggregate
Polymer Resin
FRP Plate
9
Sample Preparation
  • Step 1 Perform plate surface preparation
  • Step 2 Apply thick coat of polymer resin
  • Step 3 Pour aggregate over uncured resin
  • Step 4 Allow resin to cure at room temperature
  • Step 5 Brush off loose aggregate
  • Step 6 Repeat steps 2-5 until for each
    additional layer
  • Step 7 Apply a top coat of polymer resin

10
Sample Properties
1/16 in.
Layers
3/16 in.
5/16 in.
Ewear surface 1.3 Msi Ecomposite 1.8
Msi Volresin 42
Volaggregate 58
11
Percent Conversion of Vinyl Ester
Styrene CC
Methacrylate CC
Methacrylate 83 Conversion Styrene 75
Conversion
16 hr RT
FT-IR Scan Room Temperature, 6 hours
12
Tensile Rupture Strength Test
  • VTRC test method
  • Modified improved for Instron Testing
  • 200 psi strength desired

13
Tensile Rupture Strength Results
Substrate Failures
Adhesive Failures
Cohesive Failures
14
Failed Specimens
  • Highly variable results due to brittle nature of
    the material
  • Adhesive, Cohesive, and Substrate Failures

15
Weigh Station Deck Model Vertical Deflection
  • Edge loading
  • With deck top plate
  • With wearing surface
  • L/414 for HS-20
  • Max wearing surface strain gt 0.2

16
Strain-to-Failure Test
  • ASTM D-790 4-point bend test
  • Wear surface on the tensile side
  • Strain measured with an extensometer mounted to
    wear surface
  • gt0.2 strain-to-failure desired

17
Strain-to-Failure Results Resin Comparison
18
Strain-to-Failure Results Surface Comparison
19
Failed SpecimenAcetone Wash
  • Crack causes immediate debond of wear surface
    from composite plate
  • Brittle fracture behavior observed, cracks
    propagate through resin and aggregate (good
    particle adhesion)

20
Failed SpecimenGrit-Blasted
  • Crack causes no immediate debond of the wear
    surface from the composite plate
  • Crack slowly propagates under the surface veil of
    the composite substrate

21
Strain-to-Failure Results Temperature Comparison
Bottom Layer Gap-Graded Quartz Top Layer Fine
Quartz Resin Toughened Vinyl Ester
Standard Aggregate
22
DMA Results
  • Tg greater than 60 oC in all cases
  • Failure Strain differences must be a result of
    stresses developed from CTE mismatch

23
Conclusions
  • Toughened vinyl ester provides 30 higher
    strain-to-failure but 90 less adhesion to the
    composite surface (acetone washed)
  • Grit-blasting essential for required adhesion and
    prevention of catastrophic debonding upon surface
    fracture
  • Smooth round aggregate provides higher
    strain-to-failure than the sharp quartz aggregate

24
Troutville Weigh Station
25
Preliminary Nanoindentation of a Composite Fiber
Indent 12 mN
10 mm
  • Pultruded Vinyl Ester Matrix/Carbon Fiber/G
    Fiber Sizing
  • Digital Instruments Nanoscope with Hysitron
    Indentor

26
Load - Deflection Curve
27
UV Testing Strategy
  • Outdoor/Indoor Exposure of Low Cost Vinyl Ester
    Matrix Composites
  • Determine if a Relationship between Indoor and
    Outdoor Exposure Exists and Develop that
    Relationship
  • Determine the Effects of Exposure on Tensile
    Strength

28
UV Exposure Equipment
Drum Diameter 16 inches Speed 3 RPM
29
Sunlight Spectra
February 7, 2000
Integration time 10 msec
1030 am 1230 pm 230 pm
Intensity (counts)
Wavelength (nm)
30
Current Work in the Development and
Implementation of Low Cost Composites for
Infrastructure Applications
  • David Haeberle
  • MRG Group Meeting
  • February 17, 2000
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