Week 6 Material Selection Chart2
Transcript of Week 6 Material Selection Chart2
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En. Muhammad Hanaf BinAsril Rajo Mantari
DAM 21102ENGINEERING MATERIAL ELE!TI"N
#EE$ % &MATERIAL ELE!TI"N !HART '2(
1Hanaf,JKM,PPD,2015
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• Basic procedure or material selection is establishinthe lin! bet"een material and unction #$iure 1%&
•
' material hasattributes
#densit(, strenth, cost,resistance to corrosion etc&%& )eer to $iure 2
• The selection is done by:
a) Screening & Ranking
b) Supporting Informationc) Property Limits
d) Material Indices
INTR"D)!TI"N
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Figure 1: Material selection isdetermined by function. Shapesometimes influences theselection. (M.F. Ashby, 1999
a
er
a
sa
rPhysical,
mechanic
l,thermal, electrical,environmental,economicproperti
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Materials +election Hanaf,JKM,PPD,201*
Kingdom Family Class Sub-class Member Attributes
Material
Ceramics
lasses
Metals
Polymers
!lastomers
Composites
Steels
Cu-alloys
Al alloys
"i-alloys
#i-alloys
$n-alloys
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0ensity
Modulus
Strength
"oughness
"-conductivity
"-e1pansion
2esistivity
Cost
Corrosion
o1idation
$iure 2- .a/onom( o the !indom o materials andtheir attributes #M&$& 'shb(, 1%
MATERIAL ATTRIB)TE
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• Screening – elimination of candidates materials !hich cannot do the
"ob at all because one or more of their attributes liesoutside the limits imposed by the design.
• #an$ing – listing of materials according to their capability to gi%e
the best performance for certain application.
• &roperty limits help to separate the suitable materials.
• Materials 'nde identifies the best materials among a groupof the suitable materials.
• #efer Figure )
a(*r++nin, - Ranin,
trat+,/ or +l+*tion o
Mat+rial
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Figure ): The strategy for materials selection. The main steps are enclosed incolored boes (M.F. Ashby, 1999
'll Materials
+creenin- appl( propert( limits#liminates candidates "hich can3t do the 4ob%
)an!in- appl( material indices#$ind candidates "hich can do the 4ob "ell%
+ubset o Materials
+upportin normation-
Handboo!s, speciali6ed sot"are, e/pert s(stems, 7D8)9M+,:::#+earch ;amil( histor(< o candidates%
Prime 7andidates
=ocal conditions#Does the choice match local needs, e/pertise>%
$inal Material 7hoice
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( uortin, Inormation
• The outcome of the screening step is a shortlist ofcandidates !hich satisfy the *uantifiable re*uirements ofthe design.
• +eed details profile for each materials (properties, graphic,
price etc.
• 'nformation can be found in handboo$s, suppliers datasheets, -/based data sources and the !orld!ide !eb.
• All materials information !ill be compared in order to beable to carry out details selection.
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*(Lo*al !onditions
• The final choice bet!een competing candidates !ill oftendepend on local conditions e.g.
/ in/house epertise,
/ e*uipment,
/ a%ailability of suppliers etc.
• There is no specific procedure for this part epect totally
depends on the local conditions.
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• esign re*uirements for a component defines to prescriptionof materials through obser%ation on
/ function of component
/ design constraints
/ design objective
!hich is determined by designer in order to optimi0e thecomponent performance.
• Function, ob"ecti%e and constraints define the boundaryconditions for selecting a material.
d(D+ri3ation o 4ro+rt/ Limits
and Mat+rial Indi*+s
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Function, Objective & Constraint (design
requirements)
Function hat does component do2
3b"ecti%e hat is to be maimi0ed or
minimi0ed2
-onstraints * hat non/negotiable conditions
must be met2
hat negotiable but desirable
conditions2
5 t is sometimes useul to distinuish bet"een Ahard3 and Asot3 constraints& +tiness and strenth miht beabsolute reCuirements #hard constraints% cost mihtbe neotiable #a sot constraint%&
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Property Limits
• 'n%ol%e the certain le%el of ability need to be fulfill bymaterial to carry out the re*uired function.
•4ample: – 'f the component must operate at 5678-, then all
materials !ith a maimum ser%ice temperature lessthan this are eliminated.
•
The screening procedure uses property limits deri%edin this !ay to reduce the $ingdom of materials to aninitial shortlist.
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Eercises :• 'dentify design requirements (function, ob"ecti%e and
constraints for each product in the stated cases studies.
-ase 1 :A design of cylindrical tie/rod of specified length
l , to carry a tensile force F !ithout failure it is
to be of minimum mass.
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Answers :
-ase 1 :
$unction .ie8rod
9b4ectiEe Minimi6e the mass
7onstraints #a% =enth, l specifed
#b% +upport tensile load $ "ithout ailin
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-ase 5 :
Thin$ of golf/club shafts. -onsider, then, a light
beam of s*uare section b x b and length l loaded in
ending !hich must meet a constraint on its stiffness
S, meaning that it must not deflect more than δ
under a load F .
A
F
b
b
l
δ
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Answers :7ase 2 -
$unction Beam
9b4ectiEe Minimi6e the mass
7onstraints #a% =enth, l specifed
#b% +upport bendin load $ "ithout
deFectin too much
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-ase ) :
-onsider the selection of a light beam for a strength
limited application. eflection is acceptable
pro%ided the component does not fail. The
dimensions are the same as the beam in case 5.
$unction Beam9b4ectiEe Minimi6e the mass
7onstraints #a% =enth, l specifed
#b% +upport bendin load $ "ithout
ailin b( (ield or racture
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-ase ; :e see$ for the cheapest legs of a table (cylindricalcolumn of a specified height, l, !hich !ill safelysupport a load F .
$unction 7olumn
9b4ectiEe Minimi6e the cost
7onstraints #a% =enth, l specifed
#b% +upport compressiEe load $
"ithout buc!lin
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7ase +tud( 1
• Mat+rials or tal+ l+,s
• =uii .aEolino, urniture desiner, conceiEes o a
liht"eiht table o darin simplicit(- a Fat sheet otouhened lass supported on slender, unbraced,c(lindrical les #$iure 1%& .he les must be solid #toma!e them thin% and as liht as possible #to ma!e thetable easier to moEe%& .he( must support the table top
and "hateEer is placed upon it "ithout buc!lin& :hatmaterials could one recommend>
Materials +election Hanaf,JKM,PPD,201* 1@
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Materials +election Hanaf,JKM,PPD,201* 1
$iure 1- ' liht"eihttable "ith slender
c(lindrical les&
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Materials +election Hanaf,JKM,PPD,201* 20
$unction 7olumn #supportin compressiEeloads%
9b4ectiEe a% Minimi6e the massb% Ma/imi6e slenderness
7onstraints #a% =enth, l specifed
#b% Must not buc!le under desin
loads #c% Must not racture iaccidentall( struc!
Desin reCuirements or table les
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Model• .his problem has t"o ob4ectiEes- "eiht is to be minimi6ed, and
slenderness ma/imi6ed&
• .here is one constraint- resistance to buc!lin& 7onsiderminimi6in "eiht frst&
• .he "eiht is minimi6ed b( selectin the subset o materials"ith the reatest Ealue o the material inde/&
• .he thinnest le is that made o the material "ith the larest
Ealue o the material inde/
Materials +election Hanaf,JKM,PPD,201* 21
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.he selection• :e see! the subset o materials "hich haEe hih Ealues
o 1G2 Gp and & $iure 2 sho"s the appropriate chart- ounIs modulus, , plotted aainst densit(, p&
•' uideline o slope 2 is dra"n on the diaram itdefnes the slope o the rid o lines or Ealues o o 1G2 Gp& .he uideline is displaced up"ards #retainin theslope% until a reasonabl( small subset o materials isisolated aboEe it
• it is sho"n at the position M PaIGLG#MGmI%&Materials aboEe this line haEe hiher Ealues o
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Materials +election Hanaf,JKM,PPD,201* 2*
M1
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Materials +election Hanaf,JKM,PPD,201* 2
M1
M2
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Materials +election Hanaf,JKM,PPD,201* 25
.he selected material is 7$)P
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.Han! (ou
2Hanaf,JKM,PPD,2015