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INTRODUCTION TO FIBERGLASS
    REBAR TECHNOLOGY
OUTLINE

•   INTRODUCTION TO FRP REBAR
•   COMPARISON TO OTHER MATERIALS
•   FEATURES OF FRP REBAR
•   APPLICATIONS
•   LIFE CYCLE COST
•   CASE STUDY
The Pultrusion Process
FRP Rebar Composition

 Fibres (Reinforcements)
 Resins (Polymers)
 Fillers
 Additives

 Fibres – Mechanical strength
 Resins – Chemical resistance
FRP Rebar Composition
•   Main functions of the Fibres:
     •   Carry load
     •   Provide strength and stiffness

         3
                2


                           1
FRP Constituents Functions
•   Main functions of the Resin:
        •   Transfers stresses between fibers
        •   Provides lateral support against buckling
        •   Protects fibers from mechanical and environmental
            damage


    –   Thermoset Resins are typically used:
        •   Heat cured vinyl ester
        •   Irreversible process
        •   Cannot be deformed upon curing
BENDING PROCESS
Sand Coating Process
COMPARISON TO
OTHER MATERIALS
TENSILE STRENGTH
X 103 psi
     100
      90
      80
      70
      60
      50
      40
      30
      20
      10
       0
             Steel   Pultrusion 70% roving   Aluminum
DENSITY

       8

       7

       6

       5

g/cc   4

       3

       2

       1

       0
           Steel   Aluminum   Pultrusion 70%   Pultrusion 50%
                                   roving       mat & roving
4000        Carbon FRP
Constraint
  (MPa)




             1250         Glass FRP



              400                  Steel
               40   Concrete

                          Displacement
Fatigue
                             Comparison of GFRP, CFRP and STEEL Panels

                            Fatigue under 60 t Load                     Punching Shear Cycles to
                                                                         Failure Mode   Failure
                   3.5                                                                  @ 60 t
                   3.0
                                                                                       23,162
Crack Width (mm)




                   2.5                                                      STEEL
                                        STEEL
                   2.0

                   1.5                  GFRP                                           198,863
                   1.0                                                       CFRP
                                        CFRP
                   0.5

                   0.0                                                                 420,684
                      100       1,000    10,000   100,000   1,000,000        GFRP
                                  No. of Cycles (Nos.)
Composite Rebars
   Features
Key features
• Corrosion resistance (Na+, Cl-, Alkalis…)

• Electromagnetic Neutrality

• Low density (2 g/cm3)

• Thermal Conductivity (2.0 BTU/ft2/hr/ºF/in)
Key features
FRP composites is a great solution to the
problems associated with the aging infrastructure
of Canada for the following reasons:
– Corrosion resistance :
   • Reduce repair and maintenance cost.
   • Enhance life duration of a concrete structure.
   • Help obtain better life cycle cost.
– Electromagnetic Neutrality :
   • Do not bloc radio waves.
   • Will not interfere with radar waves.
   • Will ease communications through the structure (mobile phone).
Key features
•   FRP composites is a great solution to the problems associated with the
    aging infrastructure of Canada for the following reasons:

     – Low density :
         • Saves on transportation costs.
         • Easier and faster construction with less workers and equipment.

     – Excellent electrical isolation properties :
         • Resistance to electrochemical corrosion (no galvanic corrosion).
         • No lost of current through the structure.

     – Fabrication versatility of FRP allows the geometry, strength, stiffness,
       and durability characteristics of the member to be tailored for each
       particular application.
THE APPLICATIONS
BRIDGES
BRIDGES
BRIDGES
BRIDGES
BRIDGES
BRIDGES
OTHERS
APPLICATIONS - CORROSION
• PARKING GARAGE.
APPLICATIONS - CORROSION
• Offshore Loading Quay (St. Lawrence Seaway)
APPLICATIONS - CORROSION

• Hall’s Harbour (Nova Scotia)
APPLICATIONS - CORROSION
• Water Desalination Inlet – Saudi Arabia
APPLICATIONS - CORROSION
• MARINES RAMPS.
APPLICATIONS - CORROSION
• MARINES RAMPS.
APPLICATIONS - CORROSION
• CONRETE HIGHWAY MTL 40 KIRKLAND
LIFE CYCLE COST
       Engineering and evaluation


This portion of the presentation is inspired from the
study released by Dr. Gordon Spark ,Ph.D. , P.Ing.
(University of Saskatchewan) for ISIS Canada.




                                                   33
Four (4) concepts has been studied
              Reinforcement              Concrete               Cover


CONCEPT    SUP     BOTTOM   EXTERNAL   TYPE   THICKNESS   SURFACE    MEMBRANE

                                                          ASPHALTE
   1      EPOXY    EPOXY     NONE      HP      225mm                    YES
                                                            90mm


                                                          ASPHALTE
   2      MMFX-2   MMFX-2    NONE      HP      225mm                    YES
                                                            90mm


                                                          ASPHALTE
          GFRP     EPOXY     STRAP     HP      225mm                    YES
   3                                                        90mm

                                                            HIGH
                                                          DENSITY
   4      GFRP      GFRP     STRAP     HP      200mm                    NO
                                                          CONCRET
                                                           E 50mm


                                                                         34
                                HP = Haute Performance
COMPARAISON OF THE INITIAL
         COST
GFRP CONCEPT IS APPROXIMATELY 0 to 10 % HIGHER 2005

   1400
                             1360
   1350                                                   1315
   1300
                                           1258
   1250       1216
   1200
   1150
   1100
          1. Époxy sur   2. MMFX sur   3. Époxy sur   4. GFRP sur
              Époxy         MMFX       piliers/GFRP   piliers/GFRP

                             PW Cost ($'000)


                                                                     35
COMPARAISON OF THE
MAINTENANCE AND DEMOLITION
          COST
       GFRP SOLUTION IS 45 TO 60% LOWER IN COST

1200       1169           1193

1000                                        891
 800
 600                                                    493
 400
 200
  0
       1. Époxy sur   2. MMFX sur   3. Époxy sur   4. GFRP sur
           Époxy         MMFX       piliers/GFRP   piliers/GFRP

                          PW Cost ($'000)

                                                                  36
ALSO TAKING INTO ACCOUNT THE UNCERTAINTY
RELATED TO THE USE OF THE DIFFERENT MATERIALS:


THE CONCEPT USING GFRP MAKE OWNERS SAVE UP TO 30%
COMPARE TO EPOXY.


                                  Distribution des coûts de cycle de vie utile

                        3000                      2685
                                   2515
                        2500                                    2222
      PW Cost ($'000)




                        2000                                                   1773
                        1500
                        1000
                        500
                           0
                               1. Époxy sur   2. MMFX sur   3. Époxy sur   4. GFRP sur
                                   Époxy         MMFX       piliers/GFRP   piliers/GFRP



                                                                                          37
CASE STUDY


• TITLE : COMPARISON OF DIFFERENT HIGHWAY
      BRIDGEDECK REINFORCEMENT DESIGNS.

• COMPARISON OF INITIAL COST.
CASE STUDY
• There is considerable differences in mechanical
  properties of different FRP rebar mainly in their modulus
  of elasticity.
• Could these differences in the GFRP mechanical
  properties affect the design of concrete deck slabs?
• Could the design of concrete bridge deck slabs using
  GFRP bars with superior mechanical properties result in
  reducing the required reinforcement consequently saving
  the cost.
• How these design compare to designs made with other
  so called corrosive resistant material ; galvanized steel
  and epoxy coated steel.
CASE STUDY
• This study aims to answer these questions by
  designing a typical slab-on-girder concrete
  bridge deck using four different types of
  reinforcement bars with different mechanical
  properties.
• One recently constructed concrete bridge deck
  reinforced with FRP bars (Melbourne Bridge) is
  taken as an example in the design.
• The Canadian Highway Bridge Design Code,
  CHBDC (CAN/CSA-S6-00, 2000) and the
  updated version were used to conduct this
  design (New Code, CHBDC 2005).
CASE STUDY
• The bridge is a girder type consisting of four prestressed concrete
  girders (Type NETB) continuously supported over three spans with
  a total length of 89.420 m.
• The deck is a 200-mm thickness concrete slab.
• The deck has overhangs of 1.52 m on each side.

             A            B                     C            D
                                   14.00 m




                 2%                                   2%
                              200 mm




    1.72 m       3.52 m                3.52 m       3.52 m       1.72 m
RESULTS
Bar List for Galvanized Steel.

  Configuration of                                                 Quantit     Total      Price     Calculated Total
                      Identification   Length (mm)   Designation
   reinforcement                                                     y       Length (m)   ($/m)         Price ($)
As=833,33 mm2/m 15M
                           D1            11485          15M         864        9923,0      3,64 $        36 119,87 $
     @ 240mm
As=1250 mm2/m 15M
                          D2A            10600          15M         465        4929,0      3,64 $        17 941,56 $
    @ 160mm
As=1250 mm2/m 15M
                          D2B             3650          15M         465        1697,3      3,64 $         6 177,99 $
    @ 160mm
As=1250 mm2/m 15M
                          D2E             8865          15M         543        4813,7      3,64 $        17 521,85 $
    @ 160mm
As=1250 mm2/m 15M
                          D2F             5390          15M         543        2926,8      3,64 $        10 653,44 $
    @ 160mm
As=1250 mm2/m 15M
                           D5             2735          15M         1086       2970,2      3,64 $        10 811,56 $
    @ 160mm


                                                                             27259,965m
                                                                                                       99 226,27 $
RESULTS
Bar List for Epoxy coated steel.

   Configuration of                      Length                            Total Length   Price     Calculated Total
                        Identification            Designation   Quantity
    reinforcement                         (mm)                                 (m)        ($/m)         Price ($)

As=833,33 mm2/m 15M @        D1          11485       15M          864        9923.0        3.48 $        34 508.84 $
        240mm

As=1250 mm2/m 15M @         D2A          10600       15M          465        4929.0        3.48 $        17 141.33 $
       160mm

As=1250 mm2/m 15M @         D2B           3650       15M          465        1697.3        3.48 $         5 902.44 $
       160mm

As=1250 mm2/m 15M @         D2E           8865       15M          543        4813.7        3.48 $        16 740.34 $
       160mm

As=1250 mm2/m 15M @         D2F           5390       15M          543        2926.8        3.48 $        10 178.28 $
       160mm

As=1250 mm2/m 15M @          D5           2735       15M         1086        2970.2        3.48 $        10 329.34 $
       160mm


                                                                           27259,965m
                                                                                                     94 800.56 $
Bar List for comparatives
    Configuration of                        Length                                Total Length   Price     Calculated Total
                          Identification                 Designation   Quantity
       reinforcement                           (mm)                                       (m)    ($/m)           Price ($)
 Afrp=1165 mm2/m No16 @
                               D1           11485            16         1184       13598,24       2,71 $        36 851,23 $
            170mm
 Afrp=1722 mm2/m No16 @
                              D2A           13655            16          784       10705,52       2,71 $        29 011,96 $
            115mm
 Afrp=1722 mm2/m No16 @
                              D2E           13655            16          784       10705,52       2,71 $        29 011,96 $
            115mm
 Afrp=861 mm2/m No16 @
                               D5            3650            16          784        2861,6        2,71 $         7 754,94 $
            230mm


                                                                                   37870,88m
                                                                                                           102 630,08 $


Bar List for our product.
    Configuration of                                       Designati              Total Length   Price     Calculated Total
                          Identification   Length (mm)                 Quantity
       reinforcement                                            on                        (m)    ($/m)           Price ($)
 Afrp=921 mm2/m No16 @
                               D1            11485            16         928       10658,08       3,23 $        34 425,60 $
            215mm
 Afrp=1366 mm2/m No16 @
                              D2A            13655            16         621       8479,755       3,23 $        27 389,61 $
            145mm
 Afrp=1366 mm2/m No16 @
                              D2E            13655            16         621       8479,755       3,23 $        27 389,61 $
            145mm
 Afrp=683 mm2/m No16 @
                               D5             3650            16         621        2266,65       3,23 $         7 321,28 $
            290mm


                                                                                  29884,24m
                                                                                                            96 526,10 $
INITIAL COST COMPARISON
Rebar type           Quantity (m)   Initial Cost ($)

 Galvanized steel       27 260           99 226


Epoxy coated steel       27260           94 801




                        29 884           96 526
Our Product
CASE STUDY


• TITLE : COMPARISON OF DIFFERENT DESIGNS
            SEAWALL SLAB REINFORCEMENT.

• COMPARISON OF INITIAL COST.
CASE STUDY
• This study aims at comparing design
  differences for a seawall slab with different
  types of reinforcement bars.
• It uses a slab design we recently worked
  on as an example.
• The ISIS Canada Guidelines as well as
  the CAN/CSA-S806 Code were used to
  conduct this design.
RESULTS
Bar List of a slab reinforced with Stainless Steel.

                                                                                  Total length   Price     Total per item
   Configuration           ID           Length (mm)       Designation       Qty
                                                                                      (m)        ($/m)           ($)

  15M STIRRUPS             A                1450             15M            90       130.5       $ 16.89    $ 2 204.15

  15M @ 4000mm             B                4000             15M            90       360.0       $ 16.89    $ 6 080.40

  15M @ 8150mm             C                8150             15M            34       277.1       $ 16.89    $ 4 680.22


                                                                                    767.6 m
                                                                                                           $ 12 964.77




                                                      B


                                A                                       C
RESULTS
Bar List of a slab reinforced with STANDARD V-ROD.

                                                                             Total length       Price    Total per item
   Configuration        ID          Length (mm)          Designation   Qty
                                                                                 (m)            ($/m)          ($)

                                                                                                $ 2.71
  15M STIRRUPS           A             1450                   16       152      220.4                     $ 1 053.36
                                                                                                + bend

  15M @ 4000mm           B             4000                   16       150      600.0           $ 2.71    $ 1 626.00

  15M @ 8150mm           C             8150                   16       76       619.4           $ 2.71    $ 1 678.57


                                                                              1 439.8m
                                                                                                         $ 4 357.93




                                                                       B
                                                          B
                                                                                        C
                                                     A                                      C
                             A
RESULTS
Bar List of a slab reinforced with V-ROD HM.

                                                                           Total length     Price    Total per item
   Configuration          ID         Length (mm)       Designation   Qty
                                                                               (m)          ($/m)          ($)

                                                                                            $ 2.71
  15M STIRRUPS            A              1450                16      92        133.4                   $ 637.51
                                                                                            + bend

  15M @ 4000mm            B              4000            16HM        90        360.0        $ 3.23    $ 1 162.80

  15M @ 8150mm            C              8150            16HM        46        374.9        $ 3.23    $ 1 210.93


                                                                               868.3m
                                                                                                     $ 3 011.24




                                                                                            B
                                                                               B        C
                                                         B                                              C
                                                                           A
                               A                   A                                    C
INITIAL COST COMPARISON
Rebar type        Quantity (m)   Initial Cost ($)

Stainless Steel       767.6           12 965




                      868.3           3 011
V-ROD HM
CONCLUSION
                            CSA        CHBDC
                           S806-0
• Codes are available:       2
                                        2000




                                      ISIS        ACI
                                      2001      440.1R-
• Design guides are available:                    01




• Certification of FRP rebar is available (Can & USA).
• Competitive solution against corrosion.

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Bridge oriented presentation gfrp rebar(price comparison)

  • 1. INTRODUCTION TO FIBERGLASS REBAR TECHNOLOGY
  • 2. OUTLINE • INTRODUCTION TO FRP REBAR • COMPARISON TO OTHER MATERIALS • FEATURES OF FRP REBAR • APPLICATIONS • LIFE CYCLE COST • CASE STUDY
  • 4. FRP Rebar Composition Fibres (Reinforcements) Resins (Polymers) Fillers Additives Fibres – Mechanical strength Resins – Chemical resistance
  • 5. FRP Rebar Composition • Main functions of the Fibres: • Carry load • Provide strength and stiffness 3 2 1
  • 6. FRP Constituents Functions • Main functions of the Resin: • Transfers stresses between fibers • Provides lateral support against buckling • Protects fibers from mechanical and environmental damage – Thermoset Resins are typically used: • Heat cured vinyl ester • Irreversible process • Cannot be deformed upon curing
  • 10. TENSILE STRENGTH X 103 psi 100 90 80 70 60 50 40 30 20 10 0 Steel Pultrusion 70% roving Aluminum
  • 11. DENSITY 8 7 6 5 g/cc 4 3 2 1 0 Steel Aluminum Pultrusion 70% Pultrusion 50% roving mat & roving
  • 12. 4000 Carbon FRP Constraint (MPa) 1250 Glass FRP 400 Steel 40 Concrete Displacement
  • 13. Fatigue Comparison of GFRP, CFRP and STEEL Panels Fatigue under 60 t Load Punching Shear Cycles to Failure Mode Failure 3.5 @ 60 t 3.0 23,162 Crack Width (mm) 2.5 STEEL STEEL 2.0 1.5 GFRP 198,863 1.0 CFRP CFRP 0.5 0.0 420,684 100 1,000 10,000 100,000 1,000,000 GFRP No. of Cycles (Nos.)
  • 14. Composite Rebars Features
  • 15. Key features • Corrosion resistance (Na+, Cl-, Alkalis…) • Electromagnetic Neutrality • Low density (2 g/cm3) • Thermal Conductivity (2.0 BTU/ft2/hr/ºF/in)
  • 16. Key features FRP composites is a great solution to the problems associated with the aging infrastructure of Canada for the following reasons: – Corrosion resistance : • Reduce repair and maintenance cost. • Enhance life duration of a concrete structure. • Help obtain better life cycle cost. – Electromagnetic Neutrality : • Do not bloc radio waves. • Will not interfere with radar waves. • Will ease communications through the structure (mobile phone).
  • 17. Key features • FRP composites is a great solution to the problems associated with the aging infrastructure of Canada for the following reasons: – Low density : • Saves on transportation costs. • Easier and faster construction with less workers and equipment. – Excellent electrical isolation properties : • Resistance to electrochemical corrosion (no galvanic corrosion). • No lost of current through the structure. – Fabrication versatility of FRP allows the geometry, strength, stiffness, and durability characteristics of the member to be tailored for each particular application.
  • 26. APPLICATIONS - CORROSION • PARKING GARAGE.
  • 27. APPLICATIONS - CORROSION • Offshore Loading Quay (St. Lawrence Seaway)
  • 28. APPLICATIONS - CORROSION • Hall’s Harbour (Nova Scotia)
  • 29. APPLICATIONS - CORROSION • Water Desalination Inlet – Saudi Arabia
  • 32. APPLICATIONS - CORROSION • CONRETE HIGHWAY MTL 40 KIRKLAND
  • 33. LIFE CYCLE COST Engineering and evaluation This portion of the presentation is inspired from the study released by Dr. Gordon Spark ,Ph.D. , P.Ing. (University of Saskatchewan) for ISIS Canada. 33
  • 34. Four (4) concepts has been studied Reinforcement Concrete Cover CONCEPT SUP BOTTOM EXTERNAL TYPE THICKNESS SURFACE MEMBRANE ASPHALTE 1 EPOXY EPOXY NONE HP 225mm YES 90mm ASPHALTE 2 MMFX-2 MMFX-2 NONE HP 225mm YES 90mm ASPHALTE GFRP EPOXY STRAP HP 225mm YES 3 90mm HIGH DENSITY 4 GFRP GFRP STRAP HP 200mm NO CONCRET E 50mm 34 HP = Haute Performance
  • 35. COMPARAISON OF THE INITIAL COST GFRP CONCEPT IS APPROXIMATELY 0 to 10 % HIGHER 2005 1400 1360 1350 1315 1300 1258 1250 1216 1200 1150 1100 1. Époxy sur 2. MMFX sur 3. Époxy sur 4. GFRP sur Époxy MMFX piliers/GFRP piliers/GFRP PW Cost ($'000) 35
  • 36. COMPARAISON OF THE MAINTENANCE AND DEMOLITION COST GFRP SOLUTION IS 45 TO 60% LOWER IN COST 1200 1169 1193 1000 891 800 600 493 400 200 0 1. Époxy sur 2. MMFX sur 3. Époxy sur 4. GFRP sur Époxy MMFX piliers/GFRP piliers/GFRP PW Cost ($'000) 36
  • 37. ALSO TAKING INTO ACCOUNT THE UNCERTAINTY RELATED TO THE USE OF THE DIFFERENT MATERIALS: THE CONCEPT USING GFRP MAKE OWNERS SAVE UP TO 30% COMPARE TO EPOXY. Distribution des coûts de cycle de vie utile 3000 2685 2515 2500 2222 PW Cost ($'000) 2000 1773 1500 1000 500 0 1. Époxy sur 2. MMFX sur 3. Époxy sur 4. GFRP sur Époxy MMFX piliers/GFRP piliers/GFRP 37
  • 38. CASE STUDY • TITLE : COMPARISON OF DIFFERENT HIGHWAY BRIDGEDECK REINFORCEMENT DESIGNS. • COMPARISON OF INITIAL COST.
  • 39. CASE STUDY • There is considerable differences in mechanical properties of different FRP rebar mainly in their modulus of elasticity. • Could these differences in the GFRP mechanical properties affect the design of concrete deck slabs? • Could the design of concrete bridge deck slabs using GFRP bars with superior mechanical properties result in reducing the required reinforcement consequently saving the cost. • How these design compare to designs made with other so called corrosive resistant material ; galvanized steel and epoxy coated steel.
  • 40. CASE STUDY • This study aims to answer these questions by designing a typical slab-on-girder concrete bridge deck using four different types of reinforcement bars with different mechanical properties. • One recently constructed concrete bridge deck reinforced with FRP bars (Melbourne Bridge) is taken as an example in the design. • The Canadian Highway Bridge Design Code, CHBDC (CAN/CSA-S6-00, 2000) and the updated version were used to conduct this design (New Code, CHBDC 2005).
  • 41. CASE STUDY • The bridge is a girder type consisting of four prestressed concrete girders (Type NETB) continuously supported over three spans with a total length of 89.420 m. • The deck is a 200-mm thickness concrete slab. • The deck has overhangs of 1.52 m on each side. A B C D 14.00 m 2% 2% 200 mm 1.72 m 3.52 m 3.52 m 3.52 m 1.72 m
  • 42. RESULTS Bar List for Galvanized Steel. Configuration of Quantit Total Price Calculated Total Identification Length (mm) Designation reinforcement y Length (m) ($/m) Price ($) As=833,33 mm2/m 15M D1 11485 15M 864 9923,0 3,64 $ 36 119,87 $ @ 240mm As=1250 mm2/m 15M D2A 10600 15M 465 4929,0 3,64 $ 17 941,56 $ @ 160mm As=1250 mm2/m 15M D2B 3650 15M 465 1697,3 3,64 $ 6 177,99 $ @ 160mm As=1250 mm2/m 15M D2E 8865 15M 543 4813,7 3,64 $ 17 521,85 $ @ 160mm As=1250 mm2/m 15M D2F 5390 15M 543 2926,8 3,64 $ 10 653,44 $ @ 160mm As=1250 mm2/m 15M D5 2735 15M 1086 2970,2 3,64 $ 10 811,56 $ @ 160mm 27259,965m 99 226,27 $
  • 43. RESULTS Bar List for Epoxy coated steel. Configuration of Length Total Length Price Calculated Total Identification Designation Quantity reinforcement (mm) (m) ($/m) Price ($) As=833,33 mm2/m 15M @ D1 11485 15M 864 9923.0 3.48 $ 34 508.84 $ 240mm As=1250 mm2/m 15M @ D2A 10600 15M 465 4929.0 3.48 $ 17 141.33 $ 160mm As=1250 mm2/m 15M @ D2B 3650 15M 465 1697.3 3.48 $ 5 902.44 $ 160mm As=1250 mm2/m 15M @ D2E 8865 15M 543 4813.7 3.48 $ 16 740.34 $ 160mm As=1250 mm2/m 15M @ D2F 5390 15M 543 2926.8 3.48 $ 10 178.28 $ 160mm As=1250 mm2/m 15M @ D5 2735 15M 1086 2970.2 3.48 $ 10 329.34 $ 160mm 27259,965m 94 800.56 $
  • 44. Bar List for comparatives Configuration of Length Total Length Price Calculated Total Identification Designation Quantity reinforcement (mm) (m) ($/m) Price ($) Afrp=1165 mm2/m No16 @ D1 11485 16 1184 13598,24 2,71 $ 36 851,23 $ 170mm Afrp=1722 mm2/m No16 @ D2A 13655 16 784 10705,52 2,71 $ 29 011,96 $ 115mm Afrp=1722 mm2/m No16 @ D2E 13655 16 784 10705,52 2,71 $ 29 011,96 $ 115mm Afrp=861 mm2/m No16 @ D5 3650 16 784 2861,6 2,71 $ 7 754,94 $ 230mm 37870,88m 102 630,08 $ Bar List for our product. Configuration of Designati Total Length Price Calculated Total Identification Length (mm) Quantity reinforcement on (m) ($/m) Price ($) Afrp=921 mm2/m No16 @ D1 11485 16 928 10658,08 3,23 $ 34 425,60 $ 215mm Afrp=1366 mm2/m No16 @ D2A 13655 16 621 8479,755 3,23 $ 27 389,61 $ 145mm Afrp=1366 mm2/m No16 @ D2E 13655 16 621 8479,755 3,23 $ 27 389,61 $ 145mm Afrp=683 mm2/m No16 @ D5 3650 16 621 2266,65 3,23 $ 7 321,28 $ 290mm 29884,24m 96 526,10 $
  • 45. INITIAL COST COMPARISON Rebar type Quantity (m) Initial Cost ($) Galvanized steel 27 260 99 226 Epoxy coated steel 27260 94 801 29 884 96 526 Our Product
  • 46. CASE STUDY • TITLE : COMPARISON OF DIFFERENT DESIGNS SEAWALL SLAB REINFORCEMENT. • COMPARISON OF INITIAL COST.
  • 47. CASE STUDY • This study aims at comparing design differences for a seawall slab with different types of reinforcement bars. • It uses a slab design we recently worked on as an example. • The ISIS Canada Guidelines as well as the CAN/CSA-S806 Code were used to conduct this design.
  • 48. RESULTS Bar List of a slab reinforced with Stainless Steel. Total length Price Total per item Configuration ID Length (mm) Designation Qty (m) ($/m) ($) 15M STIRRUPS A 1450 15M 90 130.5 $ 16.89 $ 2 204.15 15M @ 4000mm B 4000 15M 90 360.0 $ 16.89 $ 6 080.40 15M @ 8150mm C 8150 15M 34 277.1 $ 16.89 $ 4 680.22 767.6 m $ 12 964.77 B A C
  • 49. RESULTS Bar List of a slab reinforced with STANDARD V-ROD. Total length Price Total per item Configuration ID Length (mm) Designation Qty (m) ($/m) ($) $ 2.71 15M STIRRUPS A 1450 16 152 220.4 $ 1 053.36 + bend 15M @ 4000mm B 4000 16 150 600.0 $ 2.71 $ 1 626.00 15M @ 8150mm C 8150 16 76 619.4 $ 2.71 $ 1 678.57 1 439.8m $ 4 357.93 B B C A C A
  • 50. RESULTS Bar List of a slab reinforced with V-ROD HM. Total length Price Total per item Configuration ID Length (mm) Designation Qty (m) ($/m) ($) $ 2.71 15M STIRRUPS A 1450 16 92 133.4 $ 637.51 + bend 15M @ 4000mm B 4000 16HM 90 360.0 $ 3.23 $ 1 162.80 15M @ 8150mm C 8150 16HM 46 374.9 $ 3.23 $ 1 210.93 868.3m $ 3 011.24 B B C B C A A A C
  • 51. INITIAL COST COMPARISON Rebar type Quantity (m) Initial Cost ($) Stainless Steel 767.6 12 965 868.3 3 011 V-ROD HM
  • 52. CONCLUSION CSA CHBDC S806-0 • Codes are available: 2 2000 ISIS ACI 2001 440.1R- • Design guides are available: 01 • Certification of FRP rebar is available (Can & USA). • Competitive solution against corrosion.