Sika Corporation -Pre-Saturated - SikaWrap®-103 C Pre-Saturated

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Carbon fiber fabric for structural strengthening

SikaWrap®-103 C Pre-Saturated is a high strength, unidirectional carbon fiber fabric pre-saturated to form a carbon fiber reinforced polymer (CFRP) used to strengthen structural concrete elements.


Category: carbon fiber fabric | glass fiber fabric | reinforcement fabric...

MasterFormat: Concrete Reinforcing | Masonry Anchorage and Reinforcing | Fabricated Bridges


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Overview


Pre-Saturated - SikaWrap®-103 C Pre-Saturated

Carbon fiber fabric for structural strengthening

SikaWrap®-103 C Pre-Saturated is a high strength, unidirectional carbon fiber fabric pre-saturated to form a carbon fiber reinforced polymer (CFRP) used to strengthen structural concrete elements.

  • Used for shear, confinement, seismic or flexural strengthening
  • Versatile, can be wrapped around complex geometries
  • High Strength
  • Light Weight
  • Non-corrosive
  • Alkali Resistant
  • Low aesthetic impact
  • 2-hour open time

Usage

Load Increases
  • Increased live loads
  • Increased traffic volumes on bridges
  • Installation of heavy machinery in industrial buildings
  • Vibrating structures
  • Changes of building utilization
Seismic Strengthening
  • Column wrapping
  • Masonry walls
Damage to Structural Parts
  • Aging of construction materials
  • Vehicle impact
  • Fire
  • Blast resistance
Changes in the Structural System
  • Removal of walls or columns
  • Removal of slab sections for openings
Corrections to Design or Construction Defects
  • Insufficient reinforcements
  • Insufficient structural depth

Advantages

  • Used for shear, confinement, seismic or flexural strengthening
  • Versatile, can be wrapped around complex geometries
  • High Strength
  • Light Weight
  • Non-corrosive
  • Alkali Resistant
  • Low aesthetic impact
  • 2-hour open time

Packaging

Rolls: 24 in. x 30 ft. (61 cm x 9.14 m); Box contains 2 rolls.

Product Details

Sustainability / Certifications / Approvals

APPROVALS / STANDARDS
  • Use in accordance with American Concrete Institute (ACI) 440 Guides for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete / Unreinforced Masonry Structures.

Product Information

Fiber Type

Primary Fiber Direction: 0°F (unidirectional) - Carbon

Color: Black

Shelf Life

1 year from date of manufacture if stored properly in original, unopened, undamaged, sealed packaging.

Storage Conditions

Store dry at 40°- 95° F (4°- 35° C)

Dry Fibre Density

0.065 lbs./in3 (1.8 g/cm3)

Dry Fibre Thickness

0.0135 in. (0.34 mm)

Area Density

18 oz. / sq. yd. (610 g/m2)

Dry Fibre Tensile Strength

5.5 x 105 psi (3,793 MPa)

Dry Fibre Modulus of Elasticity in Tension

34 x 106 psi (234.4 GPa)

Dry Fibre Elongation at Break

1.5%

Application

Application Steps

SUBSTRATE PREPARATION

Surface must be clean and sound. It may be dry or damp, but free of standing water and frost. Remove dust, laitance, grease, curing compounds, impregnations, waxes, foreign particles, disintegrated materials and other bond inhibiting materials from the surface. Consult the current product data sheets for Sikadur-330 / Sikadur 340 / Sikadur 345 for additional information on surface preparation. Existing uneven surfaces must be filled with an appropriate repair mortar. The adhesive strength of the concrete must be verified after surface preparation by random pull-off testing (ASTM D 4541) at the discretion of the engineer. Minimum tensile strength, 200 psi (1.4 MPa) with concrete substrate failure is typical.

Preparation Work: Concrete - Blast clean, shotblast or use other approved mechanical means to provide a roughened, open-textured surface (minimum ICRI CSP-3). Round all corners to 1/2” radius in certain “contact critical” applications and at the engineers discretion, a thorough cleaning of the substrate using low pressure sand blasting or water blasting may be sufficient. If a wet method is chosen, a thorough amount of drying time will be needed.


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Specifications

Nominal Ply Thickness

Avg. Ultimate Value

Design Value

0.035 in. (0.889 mm)

0.035 in. (0.889 mm)

Tensile % Elongation

Avg. Ultimate Value

Design Value (εfu*)

1.12%

1.0% *

* Average ultimate value minus 3 standard deviations

Tensile Modulus

Avg. Ultimate Value

Design Value (Ef)

-

12.32 msi (85.0 GPa)

Tensile Resistance

Avg. Ultimate Value

Design Value

5.17 kips/in. width (923 kg/cm width) *

4.22 kips/in. (754 kg/cm width) *

* Average ultimate value minus 3 standard deviations

Tensile Stiffness

Avg. Ultimate Value

Design Value (EfAf)

-

431.2 kips/in. width (77,000 kg/cm width)

Tensile Strength

Avg. Ultimate Value

Design Value (ffu*)

147,594 psi (1,018 MPa)

120,589 psi (831 MPa) *

* Average ultimate value minus 3 standard deviations