Engineered Composite Rebar for Sustainable Infrastructures

1. Water treatment
The Corrosion Solution
ENGINEERED COMPOSITE REBAR FOR SUSTAINABLE INFRASTRUCTURES
Marine & Waterfront Structures
Rock Bolting
Water treatment
BUILD TO LAST FOR CENTURIES WITHOUT MAINTENANCE

2. STEEL REBAR CORROSION
STEEL REBAR CORROSION

3. ADVANTAGES
Zero corrosion: 100% resistance to any & all harsh environmental factors, No rusting
High chemical resistance: Impervious to salt and other chemical attacks
High tensile strength: 2 x stronger than steel with tensile strength of 1000MPa
Light weight: 4 x (i.e. 73%) lighter than steel, (2100 Kg/m3 vs.7800 Kg/m3), Ease of transportation
Long life span: over 100s of years life span (GFRP) vs 25 years (Black Steel)
High fatigue life: 20 x higher resistance under cyclic loading (440,000 cycle vs. 40,000 cycle)
Non-Conductive, & Non-Electromagnetic: Ideal for high electrical field, e.g. power stations
Non-Magnetic: Ideal for hospitals, MRI rooms, laboratories & other uses
Low thermal conductivity: Makes it suitable for use in hot and cold environments, power plants
Low thermal conductivity: Makes it suitable for use in hot and cold environments, power plants
High bonding strength: Much greater bonding strength to concrete (20 Mpa)
Ease of cutting & handling: Faster & cheaper installation and site handling
Fire rated: Capacity to stand for more than 3 hours in direct fire with minimum concrete cover
Sustainable to environment: Environmentally friendly, less Green House Gases while transporting
High durability & performance: No maintenance required, No additional project cost, Major savings
Min. concrete cover: requires minimum concrete cover i.e. 38mm, (2 ½ x less cracking of concrete)
Detection by GPR: Easily detected by GPR
No waterproofing: For bridge decks, unique saving for future

4. APPLICATIONS
 Bridge decks & Parapets, deck replacement
 Highway paving
 Road side barriers, Median barriers
 Concrete slabs, Approach slabs
 Parking Structures
 Precast elements, deck panels, box culverts
 Continuous RC Paving
 Infrastructures subjected to continuous corrosive
& harsh environments
 Retaining walls
 Piles & Columns, pipe rings
 Structural Strengthening & rehabilitation
Marine & Waterfront Structures
 Coastal Construction exposed to Salt Spray
 Seawalls, Wharfs & Dry Docks
 Desalinization Intakes
 Dams, Port Aprons
 Swimming Pools
 High Voltage Substations
 Electrical power plants
 Chemical Plants
 Nuclear Power Plants
 LRT’s & Heavy Rail (electrical mitigations)
 Waste Water Treatment Plants
 Hospitals & MRI Rooms
 Radio frequency areas
 Airports and runway
 Tunneling; e.g. TBM ring precast segments; Soft eye
 Sequential excavation or NATUM Tunnelling
 Rock bolts & Soil Nailing
 Precast ring segments
 Rail traverse (plinth) 100% GFRP Bars
Concrete Structures Subjected to
De-Icing Salts & Chlorides
Concrete Structures Subjected to
De-Icing Salts & Chlorides
Electromagnetic Fields
Tunneling, Mining & Railway

5. APPLICATIONS
 Canadian Standard Association (CSA-S807)
 American Concrete Institution (ACI-440.3)
 ASTM D7957
 ISO 9001:2008 Quality Control BSI-British Standard Institution
 MTO qualified for Grade III (DSM)
 FDOT Approved GFRP manufacturing plant
DESIGN MANUALS
Canadian Standard Association (CSA)
CAN/CSA-S6-06: (2006) Fiber Reinforced Structures, “Canadian Highway Bridge Design Code” Canadian Standards
Association, Pages.693-728
CAN/CSA-S806-02: (2007) “Design and Construction of Building Components with Fiber- Reinforced Polymers” Canadian
Standards Association
American Concrete association (ACI)
ACI 440.1R-06: (2006) ”Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars.
ACI 440.5-08: (2008) ”Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars.
ACI 440.6-08: (2008) “ Specification for carbon and Glass Fiber –Reinforced Polymer Bar Materials for Concrete Reinforcement
AASHTO
AASHTO GFRP-1: (2009) ”AASHTOLRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete Bridge Decks and
Traffic Railings”, American Association of State Highway and Transportation Officials

6. MST-BAR GRADE III REBA TECHNICAL DATA SHEET (METRIC UNITS)
GFRP Grade III Nominal Bar Diameter
mm (in)
Nominal Cross Section
Area, As mm2 (in2)
Ultimate Load
Pu
KN (Kips)
Nominal Weight
Kg/m (lb/ft)
Tensile Strength, fu
MPa (ksi)
10M (#3) 9.52 (0.375) 71 (0.11) 72 (16.2) 0.15 (0.103) 1000 (145)
13M (#4) 12.70 (0.50) 132 (0.20) 210 (47.23) 0.28 (0.185) 1000 (145)
16M (#5) 15.87 (0.625) 201 (0.31) 251 (56.51) 0.55 (0.320) 1000 (145)
20M (#6) 19.05 (0.75) 285 (0.44) 299 (67.25) 0.73 (0.450) 1000 (145)
25M (#8) 25.40 (1.00) 491 (0.79) 499 (112.23) 1.40 (0.800) 1000 (145)
Property Test Method Specified Limit
CSA S807-10
Mechanical
Properties
Tensile Strength (MPa) ASTM D7205 > 750 > 1000
Modulus of Elasticity (GPa) Grade III ASTM D7205 > 60 > 68
Transverse Shear Strength (MPa) CSA S806-12 Annex L D7617 > 160 > 220
Ultimate Strain (%) ASTM D7205 > 1.2 > 1.7
Bond Strength (MPa) ACI 440.3R – B3 > 8 > 20
Physical
Properties
Fiber Content (Weight %) ASTM D2584 > 70 > 76
Glass Transition Temperature ASTM D3418 > 100 oC > 119 oC
Cure ratio CSA S807 Annex A 95% 100%
Transverse Coefficient of Thermal Expansion ASTM E831 < 40 x 10-6 oC-1 26 x 10-6 oC-1
Moisture Absorption (Saturation) ASTM D570 < 0.75 0.18 to o.25
Glass Transition Temperature ASTM D3418 > 100 > 125 oC
Void Content ASATM D51117 - No Wicking
Durability
Properties
Tensile Properties at cold temperature (- 40 oC) (%)
CSA S806 -12 Annex C & ASTM
D618
< 5 < 10
Alkali Resistance in High pH(13) solution without load at 60 oC
& 90 Days (%)
ACI 440 Method B6 > 80 > 86
Alkali Resistance in High pH Solution with Load (%) ACI 440 Method B6 > 70 > 90
BendBar
Properties
Ultimate Strength of Bend (straight portion) ASTM D7914 ---- > 900
Ultimate Strength of Bend (Min. Radius 4 x Dia.) ASTM D7205 ---- > 670
Modulus of Elasticity (GPa) ASTM D7205 ---- > 50
Bond Strength (MPa) ACI 440.3R – B3 ---- > 20
MST-BAR GRADE III REBA TECHNICAL DATA SHEET (METRIC UNITS)

7. 204 # 930 Harbourside Dr.,
North Vancouver, BC, V7P 3S7
+1.604.973.2009
E: sales@pssengineering.ca
info@pssengineering.ca
Managing Driector Technical Director: Buiness Director:
Davoud MirtaheriPhD, BA Mahmoud Ramezankhani PhD, P.Eng M. Reza Moosaei
Ph: +1 (604) 537 7794 Ph: +1 (778) 988 9990 Ph: +1 (604) 721 2009
Davoud@pssengineering.ca mahmoud@pssengineering.ca reza@pssengineering.ca