CHASSIS - carbon FIBER composite materials It is super ... · 2/9/2011 · from “COMPONERE ”...
Transcript of CHASSIS - carbon FIBER composite materials It is super ... · 2/9/2011 · from “COMPONERE ”...
COMPOSITE MATERIALSCOMPOSITE MATERIALS
CHASSIS - carbon FIBER composite materials
It is super lightweight.It is super strong.
It is super stiff.It it can be easily molded into all kinds of
different shapes.
What are Composites?What are Composites?
�� The term The term ““COMPOSITECOMPOSITE”” is derived from the latin is derived from the latin ““COMPOSITUSCOMPOSITUS”” which comes which comes
from from ““COMPONERECOMPONERE””
�� COMPONERECOMPONERE is made up of is made up of ““COMCOM”” and and ““PONEREPONERE”” meaning meaning ““togethertogether”” and and
““to putto put”” respectively. respectively.
�� The general definition of an engineering composite is:The general definition of an engineering composite is:
““THE COMBINATION OF TWO OR MORE DISSIMILAR MATERIALS THAT ARE STRONGER THAN THE INDIVIDUAL MATERIALS”
� This include both NATURAL and MAN-MADE composites.
•• A more specific definition was given by A more specific definition was given by B. STRONGB. STRONG in his book in his book
““Fundamentals of Composites ManufacturingFundamentals of Composites Manufacturing””::
““The combination of a reinforcement in a matrix materialThe combination of a reinforcement in a matrix material””
�� The term composite also means that the materials (The term composite also means that the materials (matrixmatrix and and reinforcementreinforcement) are identifiable at the macroscopic level. ) are identifiable at the macroscopic level.
�� An engineering composite must meet the following An engineering composite must meet the following criteria:criteria:
1.1. Must contain two or more constituentsMust contain two or more constituents
2.2. Processed in a way that the form, distribution and Processed in a way that the form, distribution and amount of constituents are controlled in a predermined amount of constituents are controlled in a predermined wayway
3.3. Must have unique, useful and superior performance that Must have unique, useful and superior performance that can be predicted from the properties, amounts and can be predicted from the properties, amounts and arrangements of constituents using principles of arrangements of constituents using principles of mechanicsmechanics
What Benefits De We Get From A Composite?What Benefits De We Get From A Composite?
StiffnessStiffness
StrengthStrength
ToughnessToughness
Wear ResistanceWear Resistance
Thermal propertiesThermal properties
Low CTE (Coefficient of Thermal Expansion)Low CTE (Coefficient of Thermal Expansion)
Materials ConsiderationsMaterials Considerations
ReinforcementReinforcement
Metal
Ceramic
Polymer
MatrixMatrix
Metal Matrix Composites (MMC)
Ceramic Matrix Composites (CMC)
Polymer Matrix Composites (PMC)
– Continuous (long fibres): e.g; SiC, C,
– Discontinuous� Short fibres: e.g; Al2O3, SiC
� Particulates: e.g; SiC Al2O3
� Whiskers: e.g; SiC
Gained strong market
penetration
9
• Composites:
-- Multiphase material w/significant
proportions of each phase.
• Dispersed phase:
-- Purpose: enhance matrix properties.MMC: increase σy, TS, creep resist.
CMC: increase KcPMC: increase E, σy, TS, creep resist.
-- Classification: Particle, fiber, structural
• Matrix:-- The continuous phase
-- Purpose is to:- transfer stress to other phases
- protect phases from environment
-- Classification: MMC, CMC, PMC
metal ceramic polymer
Reprinted with permission fromD. Hull and T.W. Clyne, An
Introduction to Composite Materials, 2nd ed., Cambridge University Press,
New York, 1996, Fig. 3.6, p. 47.
woven fibers
cross section view
0.5 mm
0.5 mm
Classification
Particulate WhiskersContinuous Fibre
Reinforcement Properties Dominate
Matrix Properties Dominate
Monofilaments ParticulateWhiskers/Staple Fibres
12
Large-
particle
Dispersion-
strengthened
Particle-reinforced
Continuous
(aligned)
Aligned Randomly
oriented
Discontinuous
(short)
Fiber-reinforced
Laminates Sandwich
panels
Structural
Composites
Adapted from Fig. 16.2, Callister 7e.
Composite Survey
13
• Examples:Adapted from Fig.
10.19, Callister 7e. (Fig. 10.19 is
copyright United
States Steel Corporation, 1971.)
- Spheroidite steel
matrix: ferrite (α)
(ductile)
particles: cementite(Fe3C)
(brittle)60 µm
Adapted from Fig.
16.4, Callister 7e. (Fig. 16.4 is courtesy Carboloy Systems,
Department, General Electric Company.)
- WC/Co cemented carbide
matrix: cobalt (ductile)
particles: WC (brittle, hard)Vm:
10-15 vol%! 600 µm
Adapted from Fig.
16.5, Callister 7e. (Fig. 16.5 is courtesy Goodyear Tire and
Rubber Company.)
- Automobile tires
matrix: rubber (compliant)
particles: C (stiffer)
0.75 µm
Particle-reinforced Fiber-reinforced Structural
Composite Survey: Particle-I
14
Concrete – gravel + sand + cement- Why sand and gravel? Sand packs into gravel voids
Reinforced concrete - Reinforce with steel rerod or remesh- increases strength - even if cement matrix is cracked
Prestressed concrete - remesh under tension during setting of concrete. Tension release puts concrete under compressive force
- Concrete much stronger under compression. - Applied tension must exceed compressive force
Particle-reinforced Fiber-reinforced Structural
threadedrod
nut
Post tensioning – tighten nuts to put under tension
Composite Survey: Particle-II
15
• Elastic modulus, Ec, of composites:
-- two approaches.
• Application to other properties:-- Electrical conductivity, σe: Replace E in equations with σe.
-- Thermal conductivity, k: Replace E in equations with k.
Adapted from Fig. 16.3, Callister 7e. (Fig. 16.3 is
from R.H. Krock, ASTM Proc, Vol. 63, 1963.)
lower limit:
1
Ec
=Vm
Em
+Vp
Ep
c m m
upper limit:
E = V E + VpEp
“rule of mixtures”
Particle-reinforced Fiber-reinforced Structural
Data:
Cu matrix
w/tungsten particles
0 20 40 60 80 100
150
200
250
300
350
vol% tungsten
E(GPa)
(Cu) (W)
Composite Survey: Particle-III
16
• Fibers very strong
– Provide significant strength improvement to material
– Ex: fiber-glass
• Continuous glass filaments in a polymer matrix
• Strength due to fibers
• Polymer simply holds them in place
Particle-reinforced Fiber-reinforced Structural
Composite Survey: Fiber-I
17
• Fiber Materials
– Whiskers - Thin single crystals - large length to diameter ratio
• graphite, SiN, SiC
• high crystal perfection – extremely strong, strongest known
• very expensive
Particle-reinforced Fiber-reinforced Structural
– Fibers
• polycrystalline or amorphous
• generally polymers or ceramics
• Ex: Al2O3 , Aramid, E-glass, Boron, UHMWPE
– Wires
• Metal – steel, Mo, W
Composite Survey: Fiber-II
18
aligned
continuous
aligned random
discontinuous
Adapted from Fig.
16.8, Callister 7e.
Fiber Alignment
19
• Aligned Continuous fibers• Examples:
From W. Funk and E. Blank, “Creep deformation of Ni3Al-Mo in-situ
composites", Metall. Trans. A Vol. 19(4), pp. 987-998, 1988. Used with permission.
-- Metal: γ'(Ni3Al)-α(Mo)by eutectic solidification.
Particle-reinforced Fiber-reinforced Structural
matrix: α (Mo) (ductile)
fibers: γ’ (Ni3Al) (brittle)
2 µm
-- Ceramic: Glass w/SiC fibersformed by glass slurry
Eglass = 76 GPa; ESiC = 400 GPa.
(a)
(b)
fracture surface
From F.L. Matthews and R.L. Rawlings, Composite Materials;
Engineering and Science, Reprint ed., CRC Press, Boca Raton, FL,
2000. (a) Fig. 4.22, p. 145 (photo by
J. Davies); (b) Fig. 11.20, p. 349 (micrograph by H.S. Kim, P.S.
Rodgers, and R.D. Rawlings). Used with permission of CRC
Press, Boca Raton, FL.
Composite Survey: Fiber-III
20
• Discontinuous, random 2D fibers• Example: Carbon-Carbon
-- process: fiber/pitch, thenburn out at up to 2500ºC.
-- uses: disk brakes, gas turbine exhaust flaps, nose
cones.
• Other variations:-- Discontinuous, random 3D
-- Discontinuous, 1DAdapted from F.L. Matthews and R.L. Rawlings,
Composite Materials; Engineering and Science, Reprint ed., CRC Press, Boca Raton, FL, 2000. (a) Fig. 4.24(a), p. 151; (b) Fig. 4.24(b) p. 151.
(Courtesy I.J. Davies) Reproduced with permission of CRC Press, Boca Raton, FL.
Particle-reinforced Fiber-reinforced Structural
(b)
fibers lie in plane
view onto plane
C fibers: very stiff very strong
C matrix: less stiff less strong
(a)
Composite Survey: Fiber-IV
21
• Critical fiber length for effective stiffening & strengthening:
• Ex: For fiberglass, fiber length > 15 mm needed
Particle-reinforced Fiber-reinforced Structural
c
f d
τ
σ> 15length fiber
fiber diameter
shear strength of
fiber-matrix interface
fiber strength in tension
• Why? Longer fibers carry stress more efficiently!
Shorter, thicker fiber:
c
f d
τ
σ< 15length fiber
Longer, thinner fiber:
Poorer fiber efficiency
Adapted from Fig. 16.7, Callister 7e.
c
f d
τ
σ> 15length fiber
Better fiber efficiency
σ(x) σ(x)
Composite Survey: Fiber-V
22
Continuous fibers - Estimate fiber-reinforced composite
strength for long continuous fibers in a matrix
• Longitudinal deformation
σc = σmVm + σfVf but εc = εm = εf
volume fraction isostrain∴ Ece = Em Vm + EfVf longitudinal (extensional)
modulus
mm
ff
m
f
VE
VE
F
F= f = fiber
m = matrix
Composite Strength:
Longitudinal Loading
23
• In transverse loading the fibers carry less of the load - isostress
σc = σm = σf = σ εc= εmVm + εfVf
f
f
m
m
ct E
V
E
V
E+=
1transverse modulus
∴
Transverse Loading
24
• Estimate of Ec and TS for discontinuous fibers
-valid when-- Elastic modulus in fiber direction:
-- TS in fiber direction:
efficiency factor:-- aligned 1D: K = 1 (aligned )
-- aligned 1D: K = 0 (aligned )
-- random 2D: K = 3/8 (2D isotropy)
-- random 3D: K = 1/5 (3D isotropy)
(aligned 1D)
c
f d
τ
σ> 15length fiber
Particle-reinforced Fiber-reinforced Structural
(TS)c = (TS)mVm + (TS)fVf
Ec = EmVm + KEfVf
Composite Strength
• Large particle
- Particle-matrix interactions cannot be treated on the atomic or
molecular level.
- Most of the composite, particulate is harder and stiffer than matrix
- Theses particles tend to restrain movement of the matrix
- The matrix transfers some of the applied stress to the particles
- The degree of reinforcement depends on strong bonding at the
matrix-particle interface.
• Dispersion-strengthened composites
- Particles are normally much smaller (diameter: 10-100 nm)
- Particle-matrix interactions that lead to strengthening occur on
the atomic or molecular level.
- The mechanism of strengthening is similar to precipitation
hardening
- The small dispersed particles hinder or impede the dislocation
motions.
Particle-Reinforced Composite
• The major difference in strengthening mechanism between large-particle and dispersion-strengthened particle-reinforced composites is that for large-particle the particle-matrix interactions are not treated on the molecular level, whereas, for dispersion-strengthening these interactions are treated on the molecular level.
Question: Cite the general difference in strengthening mechanism between large-particle
and dispersion-strengthened particle-reinforced composites.
• The design goals : high strength and /or stiffness over weight basis.
• Fiber length:
- Longer fibers carry stress more efficiently (above critical length)
• Fiber orientation:
- The properties of a composite having its fibers aligned are highly anisotropy, means dependent on the direction in which they are measured, max strength and reinforcement along the alignment (longitudinal) direction.
In transverse, fiber reinforcement is virtually nonexistent.
- For applications of involving multidirectional usually use discontinuous fibers which are randomly oriented in the matrix material.
Fiber-Reinforced Composites
Question: Cite one desirable characteristic and one
less desirable characteristic foreach of (1) discontinuous-oriented (aligned), and (2)
discontinuous-random fiber-reinforced composites.
Answer: For discontinuous-oriented fiber-reinforced composites one desirable characteristic is that the composite is relativelystrong and stiff in one direction; a less desirable characteristic is that the mechanical properties are anisotropic.
For discontinuous and random fiber-reinforced, one desirable characteristic is that the properties are isotropic; a less desirable characteristic is there is no single high-strength direction.
Example
A metal matrix composite is made from a boron (B)
reinforced aluminum alloy (figure). To form the boron fiber
a tungsten wire (W) (r = 10 µm) is coated with boron,
giving a final radius of 75 µm. The aluminum alloy is then
bonded around the boron fibers, giving a volume fraction of
0.65 for the aluminum alloy. Assuming that the rule of
binary mixtures applies also to ternary mixtures, calculate
the effective tensile elastic modulus of the composite
material under isostrain conditions.
(Given : EW = 410 GPa, EB = 379 GPa, and EAl = 68.9 GPa)
Solution:
EC = fWEW + fBEB + fAlEAl fW+B = 0.35
fW / fW+B = (area of W wire) / (area of B fiber(W+B))
;1022.6)35.0()75(
)10( 3
2
2−== xx
m
mfW
µπ
µπ
65.0=Alf
344.0)35.0()75(
)10()75(
)(
2
22
=−
=
−= +
−
−−
xm
mm
fxarea
areaareaf BW
fiberBoron
wireWfiberBoron
B
µπ
µπµπ
EC = fWEW + fBEB + fAlEAl
EC = (6.22x10-3)(410 GPa) + (0.344)(379 GPa) + (0.65)(68.9 GPa)=178 GPa
Note: the tensile modulus (stiffness) of the composite is about 2.5 times that of the unreinforced aluminum alloy
Matrix Materials for Engineering CompositesMatrix Materials for Engineering Composites Metal Matrix CompositesMetal Matrix Composites
•• MMCMMC’’s consist of a low density metal reinforced with a ceramic s consist of a low density metal reinforced with a ceramic
materialmaterial
•• The most common metal alloys used as matrix are:The most common metal alloys used as matrix are:
•• Aluminium (Al), Magnesium (Mg), and Titanium (Ti)Aluminium (Al), Magnesium (Mg), and Titanium (Ti)
•• The ceramic reinforcement can be The ceramic reinforcement can be
•• Continuous: long fibresContinuous: long fibres
•• Discontinuous: particulates or whiskersDiscontinuous: particulates or whiskers
�� E.g. Continuous B fiber E.g. Continuous B fiber –– aluminum alloy matrix compositealuminum alloy matrix composite
Metal Matrix CompositesMetal Matrix Composites
1.1. Continuous Fibres:Continuous Fibres:
�� Good propertiesGood properties
�� ExpensiveExpensive
�� Difficult to processDifficult to process
�� No secondary processingNo secondary processing
�� Have larger defense Have larger defense
demand, but little demand, but little
commercial demandcommercial demand
2.2. Discontinuous Fibres:Discontinuous Fibres:
�� Poor propertiesPoor properties
�� Lower costLower cost
�� Easier to processEasier to process
�� Secondary processing possibleSecondary processing possible
�� Have considerable defense and Have considerable defense and
commercial demandcommercial demand
•• The reinforcement type determines the mechanical properties, cosThe reinforcement type determines the mechanical properties, cost t and performance of the composite material producedand performance of the composite material produced
MMC offer:MMC offer:
MMC disadvantages include:MMC disadvantages include:
•• Higher specific stiffnessHigher specific stiffness
•• Higher operating temperaturesHigher operating temperatures
•• Greater wear resistanceGreater wear resistance
•• Possibility to tailor the properties for a Possibility to tailor the properties for a specific application.specific application.
•• Higher cost of materials and processingHigher cost of materials and processing
•• Lower ductility and toughness Lower ductility and toughness
•• Currently the focus is on two main types of MMCCurrently the focus is on two main types of MMC’’s:s:
1.1. High performance compositesHigh performance composites reinforced with expensive fibres which reinforced with expensive fibres which require the use of expensive processing techniques: (military anrequire the use of expensive processing techniques: (military and space d space applications)applications)
2.2. Low cost and low performanceLow cost and low performance composites reinforced with relatively composites reinforced with relatively cheaper particulates (commercial applications)cheaper particulates (commercial applications)
Applications of MMCApplications of MMC’’ss
1. Transport: Automotive, Aerospace (Al matrix-B fiber, TiAl matrix-SiC fiber), and Marine
2. Sport
•• MMCMMC’’s can be manufactured by several production processes which s can be manufactured by several production processes which
can be divided into:can be divided into:
1.1. Primary processing methodsPrimary processing methods
•• Liquid State ProcessesLiquid State Processes
•• Squeeze castingSqueeze casting Squeeze casting: Molten metal is injected into a form with
fibers preplaced inside it.,,
•• Stir CastingStir Casting Discontinuous reinforcement is stirred into molten metal, which is
allowed to solidify.
•• Solid State ProcessesSolid State Processes
•• Powder Metallurgy, Diffusion BondingPowder Metallurgy, Diffusion Bonding
2.2. Secondary processing methodsSecondary processing methods
•• ExtrusionExtrusion
Monofilaments
Continuous Fibre
Whiskers
Particulates Liquid Metal
Low
High
$$$$
Powder Metallurgy
Spray Deposition
Diffusion Bonding
Furnace
Crucible
Reinforcement
Particles
Matrix
Metal
Stirrer
Argon Gas Inlet
Stir Casting of Particulate Reinforced MMCStir Casting of Particulate Reinforced MMC’’ss
– This method is currently the most common commercial technique ofThis method is currently the most common commercial technique of
producing Alproducing Al--based MMC reinforced with ceramic based MMC reinforced with ceramic particulatesparticulates
–– It involves mixing of particulates into a liquid or semiIt involves mixing of particulates into a liquid or semi--solid metal matrixsolid metal matrix
–– When the matrix is in the semiWhen the matrix is in the semi--solid condition the method is generally known solid condition the method is generally known
as as ““compocastingcompocasting””
–– Issues in Liquid State Processing of MMCIssues in Liquid State Processing of MMC’’ss
–– Wetting between liquid matrix (liquid) and reinforcement (soliWetting between liquid matrix (liquid) and reinforcement (solid)d)
–– Interfacial reaction between matrix and reinforcementInterfacial reaction between matrix and reinforcement
Stir Casting of Particulate Reinforced MMCStir Casting of Particulate Reinforced MMC’’ss
Cast MMC’s have several characteristics:
– Stir casting is simple and cheap
– Wetting between matrix and reinforcement is ensured by pretreatment of the particulates (heat treatment or coating)
– High volume production possible
– Chemical reaction at the matrix / reinforcement interface is a problem.
Stir Casting of Particulate Reinforced MMCStir Casting of Particulate Reinforced MMC’’ss
Uniform distribution of SiC particles Uniform distribution of SiC particles
Cast Particulate AlCast Particulate Al--SiC MMCSiC MMC
Preform
Liquid Metal
Pressure
Squeeze Casting of MMCSqueeze Casting of MMC’’ss
MMC
MMC
Billet
Mix Raw MaterialsCold Compaction + Sintering
Secondary Process
(Extrusion)
SiCp
Al-Powder
+
Powder Metallurgy of MMCPowder Metallurgy of MMC’’ss • MMC produced by PM is characterised by:
1. Unique MMC material chemistry, with very fine microstructure and uniform distribution of reinforcement
2. 10 – 40 % of reinforcement is possible
3. High properties: Strength, Ductility, Toughness, Fatigue resistance
4. Little chemical reaction at the matrix / reinforcement interface.
5. High quality products (aerospace applications)
6. Higher cost
Diffusion Bonding of MMCDiffusion Bonding of MMC’’ss
MMC’s produced by
Diffusion Bonding SiC fibre with vapour
deposited layer of Ti-5Al-
5V alloy
Ti-5Al-5V alloy/ 80vol% SiC
fibres consolidated by hot
pressing or HIP
Vapour Deposition of MMCVapour Deposition of MMC’’ss
CoCo--Spray of MMCSpray of MMC’’ss Applications of MMCApplications of MMCApplications of MMCApplications of MMC’’’’ssss
Reinforcement Aerospace Automotive Advantage
Continuous
Fibres
Fins, compressor
blades, aircraft structure, engine
components
High thrust to
weight ratio, high stiffness, low
density, controlled
CTE
Discontinuous Reinforcement
Particulate and
whiskers
Wing panels,
precision components, engine
components
Piston, connecting
rods, bearings, cylinder liners,
brake parts, drive shafts,
Wear resistance,
low cost, elevated temperature
properties, fatigue strength
Mechanical Behaviour of CompositesMechanical Behaviour of Composites
•• Mechanical behaviour of Mechanical behaviour of composites depend on several composites depend on several factors:factors:
�� Stress Stress –– Strain behaviors of matrix Strain behaviors of matrix and reinforcementand reinforcement
�� Phase volume fractionsPhase volume fractions
�� Direction in which the stress is Direction in which the stress is appliedapplied
1.1. Stress strain behaviour of Stress strain behaviour of compositecomposite
•• Properties of a composite Properties of a composite represent an average of the represent an average of the properties of the matrix and properties of the matrix and reinforcementreinforcement
•• However, this also depends on the However, this also depends on the geometrygeometry
2.2. Direction of Applied Stress (Continuous Fibres):Direction of Applied Stress (Continuous Fibres):
i) Loading Parallel to Reinforcing Fibres i) Loading Parallel to Reinforcing Fibres -- IsostrainIsostrain
�� If the matrix is intimately bonded to the fibres, the strain of If the matrix is intimately bonded to the fibres, the strain of both both
matrix and fibres is the same, but the load carried by the compomatrix and fibres is the same, but the load carried by the composite is site is
equal to the loads carried by the matrix and fibers (reinforcemeequal to the loads carried by the matrix and fibers (reinforcement)nt)
�� Since: Since: σσ = F/A,= F/A,
rmc FFF +=
rrmmcc AAA σσσ +=
rrmmc VV σσσ +=
rmc εεε ==
c
r
r
c
m
mcA
A
A
Aσσσ +=
Area fraction Area fraction
of matrix of matrix Area fraction Area fraction
of fibreof fibre
r
r
r
m
m
m
c
c VVε
σ
ε
σ
ε
σ+=Dividing by Dividing by εε, ,
•• Dividing by ADividing by Acc (area of composite)(area of composite)
•• If the composite, matrix and If the composite, matrix and
reinforcement have the same length, then reinforcement have the same length, then
the area fractions are equivalent to the the area fractions are equivalent to the
volume: Avolume: Amm/A/Acc= V= Vmm and Aand Arr/A/Acc= V= Vrr , we get: , we get:
•• Under Under isostrainisostrain conditions:conditions:
•• If the composite, matrix and reinforcement are elastic E = If the composite, matrix and reinforcement are elastic E = σσ//εε
•• Another important parameter which is significant to the contribuAnother important parameter which is significant to the contribution of the tion of the
reinforcement to the composite modulus is the fraction of the toreinforcement to the composite modulus is the fraction of the total composite tal composite
load, Pload, Pcc, ,
•• The ratio of the load carried by the fibers to that carried by tThe ratio of the load carried by the fibers to that carried by the matrix is:he matrix is:
ccc
rrr
cc
rr
c
r
AE
AE
A
A
P
P
ε
ε
σ
σ==
ororrrmmc VEVEE += ( ) rrrmc VEVEE +−= 1
mm
rr
m
r
VE
VE
P
P=
Under Under
isostrainisostrain
conditionsconditions
2.2. Direction of Applied Stress (Continuous Fibres):Direction of Applied Stress (Continuous Fibres):
i) Loading Normal to Reinforcing Fibres i) Loading Normal to Reinforcing Fibres -- IsostressIsostress
�� Under these conditions:Under these conditions:
�� The strain of the composite is:The strain of the composite is:
�� But since But since εε ==σσ/E, /E,
rmc σσσ ==
rrmmc VV εεε +=
r
r
m
mC
VE
VEE
σσσ+=
r
r
m
m
C E
V
E
V
E+=
1
( ) mrrr
rm
mrfm
rm
cEVEV
EE
EVEV
EEE
+−=
+=
1
•• Dividing by Dividing by σσ, ,
•• This also gives:This also gives:
IsostressIsostress