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Materials and Structures: Recent Research and Innovations P.N.Balaguru National Science Foundation Rutgers University Hotel Caesar Park, Rio de Janeiro, Brazil August 2-6, 2004

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Page 1: Materials and Structures: Recent Research and …paulino.ce.gatech.edu/Workshops/workshop2004/assets/docs...Materials and Structures: Recent Research and Innovations ... • Blast

Materials and Structures: Recent Research and Innovations

P.N.BalaguruNational Science

FoundationRutgers University

Hotel Caesar Park, Rio de Janeiro, BrazilAugust 2-6, 2004

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Historical Time Line• Stone (Caves); Cut

Stones without and with mortar

• Bricks; Lime; Portland Cement

• Timber• Cast-Iron…….Steel

( ductility )• High Strength

Composites

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Requirements• Strength• Stiffness• Constructability• Durability• Cost

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New Construction; Rehabilitation• Earthquakes• Blast resistance• Repair: compatibility, specific strength• Structures less than 75 years old• Historical structures

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Lessons Learned• Clay bricks are more durable; some structure

are 800 years old• Concrete is the most versatile construction

material• Structural Components should be in

compression• Steel corrodes

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Research at NSF• Infrastructure materials• Division of Materials

Research• Division of

manufacturing

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Active Research• Understanding and mitigation of

corrosion• Improving the durability of concrete• Enhancing the properties of concrete• Self healing concrete• Cement particles as sensors• High strength composites

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Emerging Materials• High strength

composites• Alloys• Titanium• Highbred

combinations

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High Strength CompositesFiber Reinforced Polymers(FRP)

• Fibers: carbon, glass• Matrix: organic polymers• Applications: aerospace, ship building,

automobiles, rail cars, infrastructures

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FRP• High Strength• Low unit weight• High specific strength• Corrosion resistance• Used for more than 40

years

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Major Disadvantage

• Resistance to high temperature (fire)• Loss of life in crash landing• Vehicle fire• Fire hazard in transportation structures,

31% as compared to 37% flooding and 8% earthquake

• Restricted use in buildings• Tunnels

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Features of the Inorganic Matrix

• Polysialate (“Geopolymer”)• Aluminosilicate• Water-based, non-toxic, durable• Curing temperature: 20, 80, 150°C• Resists temperatures up to 1000°C• Protects carbon from oxidation

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Variables• Fibers; aramid, basalt, carbon, AR glass, E glass,

S glass, high modulus carbon, silicon carbide, steel

• Micro and short fibers, rovings, fabrics, hybrids

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Common Tow Reinforcements

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Common Fabric Reinforcements

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Carbon Fabric with Glass Mat

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Main Thrust Areas

• Mechanical properties of composites• Comparison with other inorganic matrix

composites• Durability• Protective and graffiti resistant coatings• Strengthening; bricks, concrete, reinforced

concrete• Sandwich panels

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Composite Plates

• Hand impregnation• Room temperature (20°C) or 150 C curing• Vacuum Bagging under 3 MPa pressure • Post curing for 3 days• Room temp. curing reduces degradation of

glass under alkali environment

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Typical Hybrid Samples

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0

50

100

150

200

250

300

350

400

450

500

0 0.2 0.4 0.6 0.8 1 1.2

Strain (%)

Flex

ural

Stre

ss (M

Pa)

3 Layers

2 Layers

1 Layer

Glass

3k Unidirectional Carbon

3k Unidirectional Carbon

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Matrix (Resin) Hybrid

• Organic resins – high strength, commercially available products

• Inorganic (Geopolymer) – high temperature resistance, non-toxic

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Hybrid Configurations

• Organic core• Glass and carbon• Vinyl ester and epoxy

• Skin• Glass or carbon• Inorganic matrix

Core: Strength

Skin: Fire protection

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Typical Resin Hybrid Samples

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Comparison of Polysialate and Other Inorganic Composites

• Carbon/Carbon composites• Ceramic matrix composites• Carbon/Polysialate

composites

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Stress vs. Strain Relationships of Bi-directional Composites in Tension

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Tensile Strength of Bi-directional Composites

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Durability Tests: As Coating Material

• WET-DRY EXPOSURE(0, 50, and 100 cycles)

• SCALING EXPOSURE(50cycles)

Samples Reinforced with:• 2 and 4% discrete carbon fibers• 1, 2, and 3 carbon tows• 1 and 2 layers of carbon fabric

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Peak Load of Samples after Wet-dry Exposure

0

1

2

3

4

5

6

CON 2%FIB 4%FIB 1TOW 2TOW 3TOW 1LAY

Peak

Loa

d (k

N)

0 cycles 50cycles 100 cycles

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Peak Load of Samples after Scaling Exposure

00.5

11.5

22.5

33.5

4

4.55

CON00 2FIB00 4FIB00 1TOW00 2TOW00 3TOW00 1LAY00 2LAY00

Pea

k Lo

ad (k

N)

0 cycles 50cycles

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Sandwich Panels• Balsa wood core• Lightweight organic• Lightweight Inorganic• Cement based

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Typical Sample Prior to Test

• Balsa wood core with inorganic carbon fiber facings

• Smooth & glossy• Sample dimensions:

– 4 inches wide– 4 inches long– ¼” inch thick

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Sample After Fire Testing

• Facings visibly charred from intense heat

• Rough surface with minor cracking

• Sample dimensions change, including weight

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Comparison of Strengths

Test vs analytical results

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Lightweight Sandwich Panels

• Core features:- Inorganic matrix + ceramic spheres- Density: 0.6 to 0.7 g/cm3

- Compressive strength: 5.12 MPa

• Carbon fabric laminated onto facings

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Typical Section of Sandwich Slab (Panel)

Lightweight ceramic core

Carbon facings on both tension and compression sides

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0

500

1000

1500

2000

2500

P/P PM/P PM/PM 1C/P 2C/P 1C/PM 3T/PM 2C/PM 4T/PM 3T/3T 1C/1C 2C/1C 2C/2C

Load

(N)

X/Y: Tension/Compression SideP: PlainPM: PrimerC: Carbon FabricT: Carbon Tows

Flexural Strength of Slabs With Different Reinforcement

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Beam Test SetupBeam Test Setup

1600 mm

240 mm

240 mm560 mm 560 mm

P/2 P/2

26mm

2#3 bars

2#2

bars

160m

m

108m

m

110mm

57mm

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LoadLoad--Deflection CurveDeflection Curve

0

10

20

30

40

50

60

70

80

0 5 10 15 20 25Deflection (mm)

4O-1

3O-2

2O-1

5IO-2

4IO-2

3IO-2

2IO-1

PC

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Crack Patterns: All Specimens

PC

2IO-1

3IO-1

4IO-2

5IO-2

2O-1

3O-2

4O-1

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Challenges: Material Science

• Particle dispersion• Pot life• Reduction of shrinkage• Increase of strain capacity

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Collaboration• University of Alabama• University of Rhode

Island• University of South

Florida• Curtin University• National University of

Singapore• University of British

Columbia• Dan-Kook University

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Further Research and Applications

• Restoration of historical buildings

• Earthquake resistant structures

• Blast and Fire Resistance, incorporation of Sensors, Special coatings

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Emerging Areas• Self healing Concrete• Concrete structural

components with no cracks

• Smart Concrete• Cement particles as

sensors• Low carbon dioxide

emission• Concrete with more

strain capacity

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Functionally Graded Materials• Strength and

stiffness• Durability• Thermal and noise

insulation• Blast protection• Act as sensors• Healing materials

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High strength Composites• Strengthening of

buildings and bridges• Chimneys and

storage containers• Plain and reinforced

concrete• Masonry structures• Timber• Steel

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High Strength Composites• New fibers: carbon

with 640 GPa modulus,

• Basalt, high strength steel, organic

• New matrices: fire resistance

• Hybrids: titanium+ carbon+ fire resistant matrix

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Feedback• Questions ?• Comments ?