2011 aula 5 selemat - PMT2051 aula 5 selemat - PMT2051.pdf · Title: Microsoft PowerPoint - 2011...
Transcript of 2011 aula 5 selemat - PMT2051 aula 5 selemat - PMT2051.pdf · Title: Microsoft PowerPoint - 2011...
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Aula 5- Restriçoes e objetivos múltiplos
One Objective:one performance metric
Conflicting Objectives:conflicting performance metrics
Function
one performance metric
Rank by performance
metric
One Constraint
Conflicting Constraints
One Constraint
ConflictingConstraints
conflicting performance metrics
Penalty functionmethod
Rank by most restrictive
performance metric
Combinationof
methods
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
One Objective:one performance metric
Conflicting Objectives:conflicting performance metrics
Function
Single objective / Conflicting Constraints
Most designs are over-constrained: “Should not deflect more than something,
must not fail by yielding, by fatigue, by fast-fracture …” more constraints than
free variables
2/24
one performance metric
Rank by performance
metric
One Constraint
Conflicting Constraints
One Constraint
ConflictingConstraints
conflicting performance metrics
Penalty functionmethod
Rank by most restrictive
performance metric
Combinationof
methods
The most restrictive constraint determines the performance metric (mass)
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Materials for a stiff, light tie-rod Constraint # 1
• Length L is specified
• Must not stretch more than δδδδConstraints
Equation for constraint on A: δ = Lσσσσ/E = LF/AE (1)
Strong tie of length L and minimum mass
L
FF
Area A
Tie-rodFunction
m = massA = areaL = lengthρ = density
Minimise mass m:
m = A L ρρρρ (2)Objective
• Material choice
• Section area A Free variables
δ = Lσσσσ/E = LF/AE (1) E= elastic modulusδ = elastic deflection
=
EL
Fm
ρ
δ2
1Performance
metric m1
Eliminate A in (2) using (1):
Chose materials with largest M1 =
ρ
E
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Materials for a strong, light tie-rod Constraint # 2
• Length L is specified
• Must not fail under load FConstraints
Equation for constraint on A: F/A < σσσσ (1)
Strong tie of length L and minimum mass
L
FF
Area A
Tie-rodFunction
m = massA = areaL = lengthρ = density
Minimise mass m:
m = A L ρρρρ (2)
Objective (Goal)
• Material choice
• Section area A Free variables
F/A < σσσσy (1) ρ = density= yield strength
yσ
=
y
FLmσ
ρ2
Performance metric m2
Eliminate A in (2) using (1):
Chose materials with largest M2 =
ρ
σ y
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Evaluate competing constraints and performance metrics:
Max. deflection
Must not yieldyσσ =
%1≤=EL
σσσσδδδδδ= deflection
σy = yield strength
E = elastic modulus
Materials for a stiff, light tie-rod Constraints # 1 and # 2
Competingperformance metrics
=
y
FLmσ
ρ2
=
EL
Fm
ρ
δ2
1
Stiffness
constraint
Strength
constraint
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Graphical solution using Indices and Bubble charts
11FF ρρ
M2 =
ρ
σ y
M1 =
ρ
E
=
y
FLmσ
ρ2
=
EL
Fm
ρ
δ2
1
make m1 =m2
=
=
=
==
2
1
1
122
21M
FLM
LF
FLE
LF
mmy δσ
ρρ
δ
21 ML
Mδ
=Solve for M1
+=
δ
LMLogM log)2()1log( Straight line, slope = 1
y-intcpt = L/δδδδ
factorcouplingL
=δ
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Young's m
odulus / Density *1e6
10000
100000
Beech (Fagus grandifolia) (l)
SiC/SiC Fiber, 35-45Vf - Woven Laminate
Cyanate Ester/HM Carbon Fiber, UD Composite, 0° Lamina
Phenolic/E-Glass Fiber, Woven Fabric Composite, Quasi-isotropic Laminate
Tie Rod Graphical solution (δδδδ/L = 1% => L/δδδδ = 100), level 3, excluding ceramics
=
ρ
EM
1
Simultaneously
maximise M1 and M2 m1 = m2
m1 < m2
Yield strength (elastic limit) / Density *1e31 10 100 1000
Young's m
odulus / Density *1e6
100
1000
Select with box on line of y-intercept = 100
Polyester SMC (Low Density)
Phenolic/E-Glass Fiber, Woven Fabric Composite, Quasi-isotropic Laminate
selection includes several fibre reinforced composites more complaint than in the other case. Timbers are included.
Phenolic/E-Glass Fiber, Woven Fabric Composite, Quasi-isotropic Laminate
=
ρ
σ y
2M
m2 < m1
Coupling
line for
L/δδδδ = 100
+=
δ
LMLogM log)2()1log(
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
z = max(log10(1/x),log10(1/y))
3-D view of the interacting constraints
=
ρ
EM
1
=σ yM
m1 = m2
m1 > m2 m2 > m1m2
m1
=ρ
M1
=
ρ
σ y
2M
lighterlighter
•m1 = m2 on the coupling line.
•The closer to the bottom corner, the lighter the component.
•Away from the coupling line, one of the constraints is active (larger m)
Locus of coupling
line depends on
coupling factor
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Design goal: lighter, safe air cylinders for trucksCase study: Air cylinder for truck
Compressed air tank
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Case study: Air cylinder for truck
Function Pressure vessel
Objective Minimise mass
t
L
2R
Density ρYield strength σy
Fracture toughness K1c
Pressure p
Free variables
Objective Minimise mass
Constraints Dimensions L, R, pressure p, given
Safety: must not fail by yielding
Safety: must not fail by fast fractureMust not corrode in water or oil
Working temperature -50 to +1000C
Wall thickness, t; choice of material
Conflicting constraints lead to competing
performance metrics
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
t
L
2R
Density ρYield strength σy
Fracture toughness K1c
Pressure p
ρπ+π= )tR4LtR2(m 2Objective: mass
Vol of material in cylinder wall Aspect ratio, αααα
)R2
1(LtR2 +ρπ=
What is the
free variable?
Case study: Air cylinder for truck
ρπ+π= )tR4LtR2(m 2Objective: mass
σ
ραπ=
f
2 SpLR2mEliminate t
=
f
mσσσσ
ρρρρ*
Stress in cylinder wallSt
Rp fσσ <=
2
Failure stress
Safety factor
)L
1(LtR2 +ρπ=
May be either
σσσσy or σσσσf !
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
CES Stage 1; apply simple (non conflicting) constraints:working temp up to 1000C, resist organic solvents etc.
CES Stage 2: evaluate conflicting performance metrics:
Must not yield: yσσ =f1
K
S = safety factor
a = crack length
σσσσy = yield strength
Case study: Air cylinder for truck
y
mσ
ρ=*
1
aKm
c /
*1
2
π
ρ=
Must not fracture
a
K c
1f2
πσ =
σσσσy = yield strength
K1c = Fracture toughness
Competingperformance metrics for minimum mass
=ρ
IcKM
2
=
ρ
σy
M1
Equate m1 to m2, and find the coupling factor for given crack size a.
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
CES Stage 1:•Impose constraints oncorrosion in organicsolvents•Impose constraint onmaximum workingtemperature
Ma
xim
um
Se
rvic
e T
em
pe
ratu
re (
K)
Air cylinder
Malleable cast iron
LA steel, AISI 4140 (normalised)
( )K service .max T
Select above
this line
Case study: Air cylinder for truck
Max service temp= 373 K (1000C)
Organic Solvents
Good Very Good
Ma
xim
um
Se
rvic
e T
em
pe
ratu
re (
K)
1000
Low Carbon Steel
Wrought Al 1080-0
Wrought Al 2014, T4
Malleable cast iron
Epoxy - Glass Fibre
Epoxy - carbon
Corrosion resistance in organic solvents
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
CES, Stage 2: Equate m1 to m2, and find the coupling factor
for given crack size a.
aaK Ic πσ
ρ
π
ρ 1 factor coupling
1 ==>=
y
mσ
ρ=*1
aKm
c /
*1
2
π
ρ==
=ρ
IcKM
2
=
ρ
σy
M1
)log()1
log()log( 12
11
−− += Ma
Mπ
for a crack a = 5 mm, the coupling factor is 1/√(3.14*0.005) = 1/0.12 = 8
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Density/ 1000/Fracture toughness
1
10
100
coupling line at M= 8, for 5 mm crack
Epoxy/S-Glass Fiber, UD Composite, 0° Lamina
Cyanate Ester/HM Carbon Fiber, UD Composite, 0° Lamina
fibre reinforced composites are the best materials, steels and many alloys are selected too
Epoxy/E-Glass Fiber, Woven Fabric Composite, Biaxial Lamina
c = 5 mm crack*m*m 12 >
*
2
*
1 mm =
Results so far:• Epoxy/carbon fibre
=
−
IcK
Mρ1
2
a = 5 mm intcpt= 8 @ 1/M1= 1
Density /Yield strength (elastic limit) /1e31e-3 0.01 0.1 1
Density/ 1000/Fracture toughness
0.01
0.1
Phenolic/E-Glass Fiber, Woven Fabric Composite, Biaxial Lamina
Wrought austenitic stainless steel, AISI 302, HT grade B
7075, T761 Aluminum/Aramid Fiber, UD Composite, 0° Lamina
2
1 and
1
1plot
21
Mm
Mm
* *
∝∝
=
−
y
Mσ
ρ1
1
*m*m 21 >
• Epoxy/carbon fibre composites• Epoxy/glass fibre composites• Low alloy steels• Titanium alloys• Wrought aluminium alloy• Wrought austenitic stainless steels• Wrought precipitation hardened stainless steels
Lighter this way
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
One Objective:one performance metric
Conflicting Objectives:conflicting performance metrics
Function
Conflicting Objectives and Single constraint
Most designs also present conflicting objectives: cost, weight, CO2
emission, volume...
one performance metric
Rank by performance
metric
One Constraint
Conflicting Constraints
One Constraint
ConflictingConstraints
conflicting performance metrics
Penalty functionmethod
Rank by most restrictive
performance metric
Combinationof
methods
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Examples of Conflicting Objectives in design
� Common design objectives:
Minimising mass (sprint bike; satellite components)
Minimising volume (mobile phone; minidisk player)
Minimising environmental impact (packaging, cars)
Minimising cost (everything)
Objectives
Some objectives may mass, m conflict with another cost, c
We wish to minimize both (all constraints being met)
� Conflict : the choice that optimises one does not optimise the other.
� Best choice is a compromise (strategies).
Each objective defines a performance metric
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Me
tric
2:
Co
st
CE
xpensiv
e
Multi-objective optimisation: The terminology• Solution: a viable choice,meeting constraints, but notnecessarily optimum by eithercriterion.
• Plot all viable solutions as function of performance metrics. (Convention: expressobjectives to be minimised)
A Dominatedsolution
B Non-dominatedsolution
Light Metric 1: Mass m Heavy
Cheap
Me
tric
2:
• Trade-off surface: the surface on which the non-dominated solutions lie (also called the Pareto Front) (after Pareto, 1898)
Trade-offsurface
• Dominated solution: one thatis unambiguously non-optimal(as A) (there are better ones)
• Non-dominated solution: onethat is optimal by one metric (asB: optimal by one criterion butnot necessarily by both)
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Example of Conflicting Objectives in Pushbikes
Price vs. mass of bicycles: a matter of perception?
Price $
Mass (kg)
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Strategy 1: compromise by intuition and experience
• Make trade-off plot and Sketch trade-off surface
• Use intuition to select a solution on the trade-off surface
Metr
ic 2
: C
ost
C
Exp
en
siv
e
Trade-off
select
• “Solutions” on or near the surfaceoffer the best compromisebetween mass and cost
•The choice depends on how highly you value a light weight, a question ofrelative values
Light Metric 1: Mass m Heavy
Ch
ea
pM
etr
ic 2
:
Trade-offsurface
current material
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Strategy 2, finding a compromise:
• Reformulate all but one ofthe objectives as constraints,setting an upper limit for it
Me
tric
2:
Co
st
CE
xpensiv
e
Trade-offsurface
Mass and price of bicycles:
Upper limit for cost: $200.
Optimum solutionminimising m
Light Metric 1: Mass m Heavy
Cheap
Me
tric
2:
• Good if you have budget limit
• Trade-off surface leads you to thebest choice within budget
• But not a true optimisation --mass has been treated as aconstraint, not an objective.
Optimum solutionminimising c
Constraint: mass = 11 kg
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Me
tric
2:
Co
st
CE
xpensiv
e
Strategy 3: Penalty functions and exchange constants
Z1
Z2Z3
Z4 Contours of constant Z
Decreasingvalues of Z
Seek material with smallest Z($). Cost of decrease weight,decrease CO2 foot-print.....
Define locally linearPenalty function Z ($)
Cm += αZ
Light Metric 1: Mass m Heavy
Cheap
Me
tric
2:
Optimum solution,minimising Z
(lowers both m and c)
values of Z
α−
decrease CO2 foot-print.....
Make a trade-off plot
But what is the meaning of αααα ?
• plot on it contours of Z
- lines of constant Z haveslope -α
ZmC +−= α
• Read off solution with lowest Z
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Co
st
CE
xpensiv
e
Z = penalty function.
Z1
Along the line
Z = cost + αααα mass = constant
Light Metric 1: Mass m Heavy
Cheap
Me
tric
2:
Co
st
C
α−
cost
mass
Z is the combined “value” of cost & mass
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
The exchange constant αααα
The quantity αααα is called an “exchange constant”-- it measures the value of performance, here theprice of saving 1 kg of mass ($/kg).
Cm
∂∂
=ZαCmZ += α
αααα = drop in Z
per unit mass, at
constant cost
Me
tric
P2
: C
os
t C
price of saving 1 kg of mass ($/kg).
How get a value for α…?
� market survey (perceived value)
� full life cost (engineering criteria)
� guess…..
Metric P1: Mass m
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Family car (based on fuel saving)
Truck (based on payload)
Civil aircraft (based on payload)
Transport System: mass saving αααα ($US per kg)
0.5 ~ 6
5 to 20
100 to 500
Exchange constants for mass saving in transport systems
Example of values of the exchange constant (αααα) for transport systems
Savings over 2x105km
Civil aircraft (based on payload)
Military aircraft (performance payload)
Bicycle frame (perceived value)
Space vehicle (based on payload)
100 to 500
500 to 1000
20-4000
3000 to 10000
The is how much you can afford to expend in a material substitution in terms of weight. If the substitution costs you more than the upper bound, you won’t get your money back.
C. H. Cáceres, "Economical and environmental factors in light alloys automotive applications", Metall. Mater. Trans. A, 2007, 38, 1649-1662. M. F. Ashby, "Multy-objective optimization in material design and selection", Acta Materialia, 2000, 48, 359-369.
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Penalty function on log scales
Log scales
Exp
en
siv
e
� A linear relation, on log scales,plots as a curve ZmαC
CmαZ+−=
+=
Linear scales
Exp
en
siv
e
Lighter mass, m Heavier
Ch
ea
p
C
ost,
C
Decreasing values of Z
Lighter mass, m Heavier
Ch
ea
p
C
ost,
C
Decreasing values of Z
-αααα
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
De
nsity x
Pri
ce
/S
qrt
Mo
du
lus
1000
10000
100000
1e6
GFRP
Epoxy/HS Carbon
weave Lead alloys
Copper alloys
Tungsten alloys
BronzeCFRP epoxy
laminate
Ti-alloys
Ni-based superalloys
Cobased superalloys
P2= Costfor givenstiffness
Exchange constant
α = 500 $/kg
Trade-off surface
ρρρρc/E1/2
Family car
Truck
Civil aircraft
Military aircraft
Bicycle frame
Space vehicle
System αααα ($US per kg)
0.5~6
5 to 20
100 to 500
500 to 1000
20-4000
3000 to 10000
27/30
Density/Sqrt Modulus50 100 200 500 1000 2000 5000
De
nsity x
Pri
ce
/S
qrt
Mo
du
lus
10
100
1000
MAGNESIUM alloys
ALUMINUM alloys
HSLA steels CAST IRONS
Zinc alloys
Copper alloys
Penalty function in transport systems.Mass of a beam vs. cost for given stiffness
P1=Massfor givenstiffness
Exchange constant
α = 1 $/kg
ρρρρ/E1/22P
∆
∆−=
1P2
Pα
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Case study: casing for electronic equipment
� Electronic equipment -- portable computers,players, mobile phones, cameras – areminiaturised; many less than 12 mm thick
� Minidisk player: An ABS or Polycarbonatecasing has to be > 1mm thick to be stiff enoughto protect; casing takes 20% of the volume
stiff, light, thin casingFunction stiff, light, thin casing
bending stiffness EI at least that of existing case
minimise casing thicknessminimise casing mass
choice of materialcasing thickness, t
Constraints
Objectives
Function
Free variables
The thinnest may not be the lightest … need
to explore trade-off
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Performance metrics for the casing: t and m
Function Stiff casing
t
w
L
F
m = massw = widthL = lengthρ = density
3L
IE48S =
Constraints
12
twI
3
=
� Adequate toughness, G1c > 1kJ/m2
� Stiffness, S
with
Metric 1 3/1
3/13
E
1
wE4
LSt ∝
=
Objective 2 Minimise mass m
Metric 23/13/1
2
3/12
EEL
C
wS12m
ρ∝
ρ
=
ρ = densityt = thicknessS = required stiffnessI = second moment of areaE = Youngs Modulus
Objective 1 Minimise thickness t
Unit 5, Frame 5.10
Materials Index to minimise the thickness
Materials Index to minimise the mass
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Relative performance metrics
� The thickness of a casing made from an alternative material M, differs (for the same stiffness) from one made of Mo by the factor
3/1o
o E
E
t
t
=
We are interested here in substitution. Suppose the casing iscurrently made of a material Mo, elastic modulus Eo, density ρo.
Relative thickness = ratio of Materials Indices (t)
� The mass differsby the factor
ρ
ρ=
o
3/1o
3/1o
E.
Em
m
om
m� Explore the trade-off between and
ot
t
� Define a relativepenalty function, Z* oo t
tmm ** αZ += (α now dimensionless)
Relative mass = ratio of Materials Indices (mass)
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Plotting the relative penalty function, Z*
� Penalty lines for casing
Assume mass and thickness are equally important: α* = 1
** Z+−=oo tt
mm α
10
Ma
ss
re
lati
ve
to
AB
S
Materials on trade-off surface are
metals and high performance composites
Penalty functions
of gradient -αααα* = -1
α* = ???
Current casing
31/30Thickness relative to ABS
0.1 1 10
Mass r
ela
tive
to A
BS
1
Low alloy steel
Al-alloys
Mg-alloys
GFRPCFRP
Al-SiC Composites
Ti-alloys
ABSNi-alloys
Thickness relative to ABS
Ma
ss
re
lati
ve
to
AB
S
Z*1Z*2
Z*3
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
Mass re
lative
to A
BS
1
10
PTFE
PC
ABS
PMMA
PP
PE
Ionomer Ni-alloys
Cu-alloys
Steels
Al-alloys
Ti-alloys
Lead
Elastomers
Mass r
ela
tive
to A
BS
, m
/mo
Trade-offsurface
Conclusion: Four-sector trade-off plot for minidisk player
� The four sectors of a trade-off plot for substitution
D. Worse by both metrics
B. Thinner but heavier
win-lose sector: worth exploring
Don’t bother
Current casing
32/30
Thickness relative to ABS0.1 1 10
Mass re
lative
to A
BS
0.1
PP
NylonPolyesterAl-SiC Composite
Mg-alloys
CFRP
GFRPPolymer foams
.
Thickness relative to ABS, t/to
Mass r
ela
tive
to A
BS
, m
/m
Q: Is material cost relevant? Not a lot -- the case only weighs a few grams. Volume and weight are much more valuable.
A. Better by both metrics
C. Lighter but thicker
win-win sector
win-lose sectors: worth exploring
PMT 2501 – Análise de Falhas e Seleção de MateriaisCopyright : Granta, Ashby e Caceres
The main points
� Real design problems involve conflicting objectives -- often technical or
environmental performance vs. economic performance (cost).
� Trade-off plots reveal the options for material selection or materialsubstitutions that solve the conflict, and (when combined with the otherconstraints of the design) frequently point to a sensible final choice.
� If the relative value of the two metrics of performance (measured by anexchange constant) is known, a penalty function allows an unambiguousselection: the exchange constants allow exploring the chart's win-lose(trade-off) sectors as well as the win-win sector.
2P
∆
∆−=
1P2
Pα
Engineering
definition of αααα
P1, P2 = performance
metrics (mass, cost,
volume, CO2)