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    3Effectiveness and use ofsynthetic fibres in Concrete

    Gerard AttreeEngineering Services Group

    Engineering Services Group EMEAI

    Tuesday, 17 December2013

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    History of fibres

    What is STRUX?

    Why STRUX?

    Fibres in concrete

    Performance Testing

    Market Segments

    Advantages with STRUX

    STRUX CE Marking & Approvals

    Major Projects

    Replacing steel fabric with fibre reinforcement

    Questions

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    History of fibres

    Engineering Services Group EMEAI

    The use of natural fibres to strengthen brittle

    materials goes back to ancient times:

    3500 years ago: sun baked bricks were

    reinforced with straw

    In the 1950s & 1960s, steel and glass fibres

    were used for concrete

    Today: hundreds of different fibers are

    available for use in concrete to solve different

    problems

    But why do we need fibres in concrete?

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    Why do we need fibres in concrete?

    Concrete is a very brittle material

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    Problem concrete?

    Problem concretes CRACK!

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    Where do we see cracks in concrete?

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    Fibres in concrete the options

    The addition of fibres to concrete can significantly affect either the plastic and / or hardened

    properties of concrete mixes

    The choice of fibre to use should be made based on what properties are required from theconcrete, for example,

    Reduced bleeding

    Flexural toughness

    Enhanced impact resistance

    Freeze / thaw resistance

    Adding fibres to the wrong concrete mix is not the answer!

    Add fibres to a concrete mix which has been designed to accommodate fibres!

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    Fibre Types

    Polypropylene Micro fibres

    Synthetic Macro fibres

    Steel fibres

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    Reinforcement Options

    Micro

    Fibres

    Steel Fabric Steel

    Fibres

    STRUX

    90/40

    Safe, Easy

    Handling

    Plastic Shrinkage

    Crack Control

    Drying Shrinkage

    Crack Control

    Post Crack Load

    Carrying Capacity

    Freeze-Thaw

    Protection

    Non-Corroding

    P

    lastic

    C

    oncrete

    Hardene

    d

    Concrete

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    What is STRUX 90/40

    Unique patented designExcellent crack control

    Excellent flexural toughness

    Property Value

    Specific Gravity 0.92

    Tensi le Strength 620 MPa

    Modulus of

    Elasticity

    9.5 GPa

    Aspect Ratio 90

    Chemical

    Resistance

    Excellent

    Absorpt ion None

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    What is STRUX 90/40

    Unique patented designExcellent crack control

    Excellent flexural toughness

    Property Value

    Specific Gravity 0.92

    Tensi le Strength 620 MPa

    Modulus of

    Elasticity

    9.5 GPa

    Aspect Ratio 90

    Chemical

    Resistance

    Excellent

    Absorpt ion None

    These physical properties clearly differentiates

    STRUX 90/40 from its competitors other

    synthetic macro fibres are much weaker in

    tension (e.g. 250 MPa) than STRUX 90/40US Patent Nos: 6.569.525; 6.569.526; 6.863.969

    EP 1.253.223

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    Benefits of STRUX in concrete

    STRUX has been designed to

    provide:Safety

    Ductility

    Durabili ty

    Crack control

    Impact resistance

    Stain free concrete surfaces

    Quick, easy and safe application

    Efficient and cost effective

    reinforcement optionSustainable

    Engineering Services Group EMEAI

    Three dimensional reinforcement system

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    Why STRUX 90/40?

    STRUX fibres are completely

    dispersed throughout the concrete.

    Their high surface area gives themexcellent bond to the concrete matrix.This coupled with their high strengthmakes them very difficult to break or

    pull out.

    They work by intersecting cracks asthey begin to form. In this way,STRUX fibres provide concrete with a

    residual load carrying capacity, evenafter the concrete has cracked

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    Testing of Synthetic Fibre Reinforced Concrete

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    Flexural stress vs. deflection

    Grade C40 (54 N/mm2 @ 28 days) with STRUX 90/40 @ 4.6kg/m3

    0

    0.5

    1

    1.5

    2

    2.5

    3

    3.5

    4

    4.5

    5

    5.5

    6

    6.5

    0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3

    Deflection (mm)

    FlexuralStress(M

    Pa)

    Beam 1

    Beam 2

    Beam 3

    Beam 4

    Peak Flexural Strengths

    Beam 1; 5.09 MPa

    Beam 2; 5.72 MPa

    Beam 3; 5.53 MPa

    Beam 4; 6.10 Mpa

    Mean; 5.61 MPa

    Residual Flexural Strengths

    Beam 1; 2.79 MPa

    Beam 2; 2.70 MPa

    Beam 3; 2.52 MPa

    Beam 4; 2.75 MPa

    Mean; 2.69 MPa

    Re3Values

    Beam 1; 54.9 %

    Beam 2; 47.1 %

    Beam 3; 45.5 %

    Beam 4; 45.1 %

    Mean; 48.2 %

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    How does STRUX 90/40 work?

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    Where STRUX can be usedA wide range of internal s labs replacing fabric and light rebar

    Engineering Services Group EMEAI

    http://../Rimini%20Marzo%202004/Ice%20Stadium%20Fanano%20Oct%202003.pdf
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    Where STRUX can be usedA wide range of external slabs replacing fabric and light rebar

    Engineering Services Group EMEAI

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    Where STRUX can be usedA wide range of precast applications replacing fabric and light rebar

    Steps Parking

    kerbs

    Septictanks

    Manholes

    Pipes

    Insulated wall

    panels

    Engineering Services Group EMEAI

    Sea Defence

    Segmental Linings

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    Where STRUX can be usedComposite metal decking applications replacing fabric

    Engineering Services Group EMEAI

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    Advantages of STRUX 90/40

    Speed of use Reinforcement is delivered and poured with the concrete.

    STRUX 90/40 is distributed uniformly throughout the concrete.

    Health & Safety No exposed steel or onsite storage.

    High fibre content at low dosage weight.

    Exposed fibres Surface, STRUX 90/40 fibres pose no corrosion or durability problems.

    Improved flexural toughness Especially in elements of 4 (100 mm) and more.

    Enhanced impact resistance.

    Plastic shrinkage control. No need for additional plastic shrinkage fibres.

    Low environmental impact Viable option for production of low carbon concrete.

    STRUX macro-fibres can achieve the same performance as steelfabric with several benefits

    Engineering Services Group EMEAI

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    Tradit ional Reinforcement ChallengesTraditional industry practice uses steel fabric for crack control

    Challenges of using steel fabric

    Difficult to pour and consolidateconcrete with steel fabric.

    Represents an additional step inthe construction; placing requiresHealth & Safety considerations.

    Effectiveness of crack controldepends on position of the fabric.

    Corrosion and Durability problemsassociated with cracking and meshposition

    Hauling & stocking is not always

    easy and can be expensive.

    Engineering Services Group EMEAI

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    CE marking, EN14889-2

    CPD

    ConstructionProductsDirective

    CPR

    ConstructionProducts

    Regulations

    July 1st2013

    CE marking

    required for

    legal saleVoluntary

    Declaration of ProductPerformance based on: Harmonised technical

    specification Agreed system of conformity

    assessment Framework of Notified Bodies CE Marking of products

    CE Marking indicates a product isconsistent with its Declaration ofPerformance In the case of macro-synthetic fibres like

    STRUX a declared value according to EN14889-2 is used

    The declared values include tensile strength

    and elastic modulus and a dosage toachieve a standard performance

    Performance equals dosage efficiency There are further requirements within the

    test that must be observed Constant, single length fibres Fibre must be tested as sold

    Polymer fibres for concrete

    Polymer type: Polypropylene/Polyethylene

    Class II

    Length: 40mm

    Equivalent Diameter: 0.433 mm

    Shape: cross sectional area rectangular

    Tensile strength: 620N/mm2

    Elastic modulus: 9500 N/mm2

    Effect on consistence with 3.5kg/m3fibres:

    Vebe time: 10s (Reference concrete 7s)

    Effect on strength of concrete:

    3.5kg/m3to obtain 1.5N/mm2at CMOD=0.5mm

    and 1 N/mm2 at CMOD=3.5mm

    UK

    Hightensile

    strengthindicates astronger

    fibre

    Indicatesresidual

    (post-crackflexural

    strength)performance

    Engineering Services Group EMEAI

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    BS EN 14889-2

    Confidence in Quality, Performance and Pedigree

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    External approvals

    Engineering Services Group EMEAI

    Confidence in Quality, Performance and Pedigree

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    Khalifa Port and Industr ial Zone ProjectSTRUX Project Profile

    Product: STRUX 90/40

    Project Name: Khalifa Port andIndustrial Zone Project ContainerTerminal

    Location: Taweelah Abu Dhabi

    Total Project value: $390 Million

    Total Project Area: 1,000,000m2

    Project Start and finish: Mar 2011 Feb 2012

    100 year service life guaranteerequired for slab in high chlorideconditions required both highdurability concrete and a non

    corroding reinforcement nopractical alternative to macrosynthetic fibers.

    STRUX chosen due to previouspedigree and specifier familiarity.

    Engineering Services Group EMEAI

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    The Georgia Aquarium, Atlanta, USASTRUX Project Profile

    Product: STRUX 90/40

    Designed to look like a modernNoahs Ark, the new Georgia

    Aquarium in downtown Atlanta

    destined to be the largestaquarium in the world and one ofthe major tourist attractions in thestate.

    Given the challenging nature of theproject a team from GraceConstruction Products had to meetthe complex demands of this

    construction. The tanks are amongthe largest in the world.

    STRUX 90/40 was used forsecondary reinforcement in slabon- ground concrete throughoutthe structure, including concretewalkways, areas near the tanksand other high traffic locations.

    STRUX is safer to use, reducesthe potential for damage towaterproofing materials placedunder the concrete and eliminatesthe risk for corrosion compared toother types of reinforcement.

    Engineering Services Group EMEAI

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    New Sea Defence, Blackpool, UKSTRUX Project Profile

    Product: STRUX 90/40

    76m scheme to future proof thenorth wests leading holiday resortagainst flooding.

    Blackpool Central Area CoastProtection Scheme employedinnovative design and constructiontechniques to deliver a flagshipscheme combining vital coastalprotection improvements alongwith an enhanced seafrontenvironment.

    Enhanced durability of therevetment was achieved usingSTRUX 90/40 reinforcement inplace of steel reinforcement.Similarly, use of novel polymerreinforcement in the precastelements offered majorconstruction enhancements. This

    was the first time these materialshad been used on this scale in theUK.

    It won the North West CivilEngineering Large Project of theYear for 2011

    Engineering Services Group EMEAI

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    Bridges Wharf Car Park, London, UKSTRUX Project Profile

    Product: STRUX 90/40 & ADVAFloor 250

    Application: Concrete Topping

    Engineer: Waterman Group

    Main Contractor: Westcrete

    Specialist Floor Layer: Technic

    The Engineers brief was toprovide a solution to reduce therisk of corrosion that could becomean issue if traditional steel fabricwas used in the concrete for the

    car park areas within this privatedevelopment and reduce theamount of joints.

    Grace worked closely with allparties on the project to assist withproviding a detailed design solutionwhile also working with thecontracts team to assist with mix

    design and placement advice.

    ADVA Floor 250 & STRUX 90/40placed on top of the HydroductCF20 was a major benefit to theEngineer in reducing any exposureto remedial or repair costs.

    Engineering Services Group EMEAI

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    Summary:

    STRUX synthetic macro fibres provide:

    Comparable crack control to steel fabric and steel fibres

    No corrosion issues

    Reinforcement is delivered and poured with concrete always in the right place

    3 dimensional reinforcement

    Reduced project costs

    Reduced project times

    Safer construction environment

    Pedigree Credibility

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    Durabili ty Products Contacts EMEAI Region

    Contact Name Gerard Attree

    Contact Title Engineering Services Group Manager

    Contact Phone Number +44 (0) 7808 635229

    Contact Email Address [email protected]

    Engineering Services Group EMEAI

    Thank you for your attention, any questions?

    mailto:[email protected]:[email protected]