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2013©vv, CTU in Prague Fibre Reinforced Concrete This presentation was created thanks to the support of FRVŠ project 915/2013 B1d „Tools for teaching design of concrete and masonry structures in English“ Ing. Vladimíra Vytlačilová, PhD.

Fibre Reinforced Concrete - cvut.czpeople.fsv.cvut.cz/www/dvorstom/v_frvs/Fibre_Reinforced_Concrete… · Steel – and Synthetic Fibre Reinforced Concrete . 2013©vv, CTU in Prague

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2013©vv, CTU in Prague

Fibre Reinforced Concrete

This presentation was created thanks to the support of FRVŠ

project 915/2013 B1d „Tools for teaching design of concrete

and masonry structures in English“

Ing. Vladimíra Vytlačilová, PhD.

2013©vv, CTU in Prague

Terminology

• NSC = Normal Strength Concrete

• FRC = Fibre Reinforced Concrete

• FC = Fibre Reinforced Concrete

• SFRC = Steel Fibre Reinforced Concrete

• SFRC = Synthetic Fibre Reinforced Concrete

• GFRC or GRC = Glass Fibre Reinforced Concrete

• PPFRC = Polypropylene Fibre Reinforced Concrete

2013©vv, CTU in Prague

Concrete X Fibre Reinforced Concrete (FRC)

• Concrete is relatively brittle, and its tensile strength is

typically only about one tenths of its compressive strength.

• Regular concrete is therefore normally reinforced with steel

reinforcing bars.

• FRC is the concrete with small, randomly distributed fibers.

• Compared to plain concrete is FRC much tougher and more

resistant to impact.

• Their main purpose is to increase the energy absorption

capacity and toughness of the material, but also increase

tensile and flexural strength of concrete.

2013©vv, CTU in Prague

FRC – Historical Perpective

• BC: horse Hair, straw, feathers

• 1900: asbestos fibers, Hatscheck process

• 1950: Composite materials

• 1960: FRC

• 1970: New initiative for asbestos cement replacement

• 1970: SFRC, GFRC, PPFRC, Shotcrete

• 1990 micromechanics, hybrid systems, wood based fiber

[Source: www.bydleni.lidovky.cz ]

2013©vv, CTU in Prague

Advantage

• Better durability

• Limitations contraction cracks

• Improvement of ductility

• Improvement tensile strength

• Better fire resistance

2013©vv, CTU in Prague

Disadvantage

• Exacting of production technology

• Higher price (per cubic meter concrete)

• Higher specific gravity

• Corrosion of steel fibres

2013©vv, CTU in Prague

Fibre Reinforced Concrete (FRC)

• FRC is a structural material having nearly the same

cementitious – matrix composites as a plain concrete (PC)

except fibres of different types and forms.

• Concrete containing a hydraulic cement, water, fine or fine

and coarse aggregate, and discontinuous discrete fibers is

called fiber-reinforced concrete (FRC).

• It may also contain pozzolans and other admixtures

commonly used in conventional concrete.

• The addition of any type of fibers to plain concrete reduces

the workability.

STEEL FIBRE REINFORCED CONCRETE

Plain concrete Steel fibre reinforced

concrete

Aggregate

Steel

fibres

Cement

8/35

2013©vv, CTU in Prague

Fibres of various materials, shapes and sizes

• Fibres: 1. Steel fibres

2. Micro synthetic fibres

3. Macro synthetic fibres

• Produced from steel, plastic, glass, and natural materials

• For most structural and nonstructural purposes, steel fiber is

the most commonly used of all the fibers.

• Steel – and Synthetic Fibre Reinforced Concrete

2013©vv, CTU in Prague

Fibres of various materials, shapes and sizes

• Steel Fibers

• Polyvinyl Alcohol (PVA) Fibers

• Polypropylene or Nylon Fibers

• Alkali Resistant Glass Fibers

• Cellulose Fibers

• Carbon Fibers

2013©vv, CTU in Prague

Fibres of various materials, shapes and sizes

• Aspect Ratio = Length / Diameter

• Aspect ratio= l/d 50 - 100

• Typical aspect ratios range from about 30 to 150.

2013©vv, CTU in Prague

Steel Fibres

• Steel Fibres increase:

• Ductility

• Energy absorption

• Shear resistance

• Stiffness

2013©vv, CTU in Prague

Steel Fibres

Observations - Steel fibres

Dℓ

F

Tension

Compression

Dℓ/ℓ

s

Dℓ

F

Dℓ

F F

Increasing fibre content

Increasing fibre content

14/3

5

2013©vv, CTU in Prague

Steel Fibres

Steel fibre reinforced concrete model for tensile behaviour

based on local strain

2013©vv, CTU in Prague

Steel Fibres

Steel fibre reinforced concrete model for tensile behaviour based

on fracture energy

2013©vv, CTU in Prague

Fibres

• Typical fiber types used in concrete:

2013©vv, CTU in Prague

Mix Design -Aggregate

• Optimization grading curve (length and quantity of fibres)

a) Short fibres

b) Low dose of fiber

c) Optimal design

d) Segregation fibres

e) Segregation

aggregate

f) Homogenous mixture

2013©vv, CTU in Prague

Steel Fibres

Tritreg Dramix Strax Fibrex

Material Steel Steel Steel Steel

Type

Specific

gravity 7850 kg/m3 7850 kg/m3

7850

kg/m3

7300

kg/m3

Tensile

strength 1000 N/mm2 800 N/mm2

800

N/mm2

400

N/mm2

Length 50 mm 60 mm 60 mm 35 mm

2013©vv, CTU in Prague

Effect of fibres type

0

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

0,0 0,5 1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

Průhyb [mm]

Síl

a [

kN

]

Fmax = 35,2 kN

200200 200

S

F/2 F/2

600

100 100

0

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

0,0 0,5 1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0 5,5 6,0

Průhyb [mm]

Síl

a [

kN

]Fmax = 36,6 kN

200200 200

S

F/2 F/2

600

100 100

Deflection [mm]

Deflection [mm]

Lo

ad

[kN

]

Load [k

N]

2013©vv, CTU in Prague

Synthetic Fibres

2013©vv, CTU in Prague

Synthetic Fibres

2013©vv, CTU in Prague

Synthetic Fibres

Forta Fero BeneSteel Strax PET

Material Poly-propylene

mixture of

Polypropylene and

Polyethylene

Synthetic Poly-ethylene-

terephthalate

Type Monofilament and

polyfilament fibres

Mono-filament

fibres

Mono-filament

fibres

Mono-filament

fibres

Specific

gravity 910 kg/m3 920 kg/m3 920 kg/m3 1050 kg/m3

Tensile

strength 700 N/mm2 660 N/mm2 620 N/mm2 not known

Length 54 mm 55 mm 40 mm 80 mm

2013©vv, CTU in Prague

Glass Fibres

• Alkali Resistant (AR) glass fibers

It can replicate virtually any surface detail and reproduce the

appearance of materials such as stone, slate, terracotta and

marble.

2013©vv, CTU in Prague

Classification according to volume fraction

• Low volume fraction < 1% (reduce shrinkage cracking)

• Moderate volume fraction between 1-2% (increase the

modulus of rupture, fracture toughness, impact resistance)

• High volume fraction > 2% (strain-hardening of the

concrete)

2013©vv, CTU in Prague

Areas of Application of FRC materials

• thin sheets

• shingles

• roof tiles

• pipes

• prefabricated shapes

• panels

• shotcrete

• curtain walls

• slabs on grade

• precast elements

• composite decks

• vaults, safes.

• impact resisting structures

2013©vv, CTU in Prague

Areas of Application

Precast

• Wall panels

• Storage Tanks

[Source: Bosfa.com]

2013©vv, CTU in Prague

Application

Fibre Concrete Cornice

(Czech)

2013©vv, CTU in Prague

Areas of Application

Precast

• Tunel lining Segments

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application

Precast

• Beams

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application

Precast

• Pipes

• Segments

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application

Ground Supported Slabs

• � Heavy parking areas

• � Drive through areas

• � Roadways

• Pavements & Roadways

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application

Ground Supported Slabs

• Warehouse Slabs

• Bottling Hall

• Storage Bins

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application of FRC materials

Slope Stabilisation

• Shotcrete

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application of FRC materials

Other Application

• Skate Park Reinforced with Fibres

[Source: Bosfa.com]

2013©vv, CTU in Prague

Areas of Application

Other Application

• Floating islands for terns

2013©vv, CTU in Prague

Areas of Application

Furniture

• Glass Fibre Reinforced Concrete

2013©vv, CTU in Prague

Areas of Application of FRC materials

Mining

• Shocrete Application

• Tunel lined with Shocrete

• Civil Tunnelling

39

Bridge

40

Crash barrier

41

Testing of FRC

• Standard tests

• cube 150/150/150 mm

• cylinder Φ150/300 mm

• prism 150/150/700 mm

42

Calculation and design procedures

• Cross-section design in bending – FC without

reinforcement bars

2013©vv, CTU in Prague

Example of Typical Slide

• Thus unlike plain concrete, a fiber-reinforced concrete specimen does not break immediately after initiation of the first crack.

• This has the effect of increasing the work of fracture, which is referred to as toughness and is represented by the area under the load-deflection curve.

• In FRC crack density is increased, but the crack size is decreased.

2013©vv, CTU in Prague

FRC

• The most important contribution of fibres in concrete is the

flexural toughness of the material.

• When flexural strength is the main consideration, fiber

reinforcement of concrete is not a substitute for

conventional reinforcement.

• The greatest advantage of fiber reinforcement of concrete is

the improvement in flexural toughness (total energy

absorbed in breaking a specimen in flexure).

2013©vv, CTU in Prague

Example of Typical Slide

• The beam test results in a resistant force – deflection

diagram FR - d characterize the behaviour of FRC

specimen .

• The diagram FR - d shows two different manners of beam

specimens behaviour

• Typical load-deflection curves for plain

• concrete and fiber-reinforced concrete

2013©vv, CTU in Prague

Sources

• Concrete Technology, Kamran M. Nemati

• www.bosfa.com