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Part II, Engineering materials Application of Materials

Selection of Materials

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Page 1: Selection of Materials

Part II, Engineering materials

Application of Materials

Page 2: Selection of Materials

Structural strength

Strenth of Materials

Stiffness Reliability Lifetime

Page 3: Selection of Materials

Strength of materialsProperties determined at tensile/compression tests

Jäävp ike nem ine

K o gup ike nem in e

L , m m

F m ax

F eH

F eL

N

m m 2

R m

R p0,2

0

AA t

Permanent elongation

Total elongation

Page 4: Selection of Materials

Criteria for materials selection plastic materials – yield strength (yield limit) –

Re, Rp (Rec, Rp

c)

brittle materials – strength limit – Rm (Rmc), Rm/

Classification of materials (Re, Rp0,2) low strength < 250 N/mm2

medium strength 250...750 N/mm2

high strength 750...1500 N/mm2

super high strength > 1500 N/mm2

Page 5: Selection of Materials

Stress concentration

t

R m

ax

m

m

F F

FF

R

tm 2max

Page 6: Selection of Materials

Stiffness

E = tg

K =E

E =

G = tgG =

K = tgK =

G =3/8E

E

N o rm a a l- N ih k e - M a h t-

Stiffness D = Ex K(geometric characteristic of cross-section)

At tension K = S (cross-section area)At bending K = I (moment of inertia) I = bh3/3

Modulus of elasticity

Normal Shear Volume

Page 7: Selection of Materials

Modulus of elasticityMaterial E, N/mm2 x 109

DiamondWCSiCAl2O3TiCMo & Mo-alloysCo & Co-alloysNi & Ni-alloysSteelsCast ironsCu & Cu-alloysTi & Ti-alloysZn & Zn-alloysAl & Al-alloysSn & Sn-alloysGraphitePb & Pb-alloysPlasticsRubbersPVC

1000450-650500390380320-360200-250130-230190-210170-190120-15080-13045-9070-8040-5030151-50,01-0,10,003-0,01

Page 8: Selection of Materials

T KU, KV – cold brittleness

TDBT – ductile-to-brittle transition

Reliability (1)Toughness – notch impact energy KU or KV, J – fracture toughness KC, N/mm2 m1/2

T T TT K H L T K H L T K H L

1 00

5 0

0

T 5 0

Kiu

lise

pinn

a %

K UK U

TDBTT’DBTTDBT

Duc

tile

fra

ctur

e %

5 5

5 5

1 0

1 0

2

1010

R 0 .25

R 1 .0

5

4 5

Page 9: Selection of Materials

Reliability (2)Influence of C, ordinary and alloying elements to KU

normal

cold worked

cold worked

el steel

TDBT

TDBT

TDBT CTDBT C

TDBT

Page 10: Selection of Materials

Reliability (3)

% of alloying elements

Duc

tile-

to-b

rittl

e tr

ansi

tion

T50

, C

Page 11: Selection of Materials

Reliability (4)

Kõrgtugev

Madaltugev

Temperatuur

Pur

ustu

stöö

A , J

15,4

14,0

12,6

11,2

9,8

8,.4

7,0

5,6

4,2

2,82 3 4 5 6 7 8 Tera nr.

U KU, J

low strength

high strength

T

KU

, KV

Grain no.

Dependence of KU/KV on temperature

Dependence of M toughness of A-grain size

Page 12: Selection of Materials

Fine and coarse grain steels

T, C T, C

1 20 0 1 20 0

11 0 0 11 0 0

1 00 0 1 00 0

9 00 9 00

8 00 8 00

7 00 7 00

6 00 6 000 0 ,5 1 ,0 1 ,5

A

A 3

A cm

A + F

A + T

A 1

F + TF

C %

12

A C 1

d A

d P d

a b

1 – killed steel2 – rimmed steel

Page 13: Selection of Materials

Influence of microalloying elements

Vanaad ium

Titaan

N io ob ium

1 40

1 20

1 00

8 0

6 0

4 0

0

2 0

0 0,02 0,060,04 0,10 0,120,08

L egee riva te e lem en tid e %

Fer

riid

i ter

a,

m2

Alloying elements, %

Gra

in s

ize

of f

erri

te,

m2

V

Ti

Nb

Page 14: Selection of Materials

Plane strain fracture toughness K1c

At tension K1c

a

F

F

b

Coefficient of stress intensity

aK maxmax [MPam1/2]

Page 15: Selection of Materials

Relationship between K1c and yield strength

Material K1C, MPa

m1/2

WCTiCSiCAl2O3

SiO2

Steels-low carbon-maraging

(E)6 (680)4 (440)3 (420)3 (320)

0,7 (100)54

110-175

Superplastic steels

Maraging steels

Low-alloyed highly tempered steels

Precipitation hardened stainless steels

Fra

ctur

e to

ughn

ess

K1c

, MP

a

m1/

2

Yield strength, MPa

Page 16: Selection of Materials

Life time (1)Fatigue

F

P in geepüür

N 1 10 7N 2 N 3 N

R

a b

Steels N = 107Nonferrous alloys N = 108

Impactors:- surface roughness- stress state- stress concentrations

R (R = min/max)-1 – symmetric loading

Page 17: Selection of Materials

Life time (2)

Material Rp0,2, N/mm2

-1,

N/mm2

Plain carbon steel-strain hardened-annealedAlloyed steelAl-alloys-wrought alloys-cast alloysTi-alloysCu-alloys

275475

1700275110900450

24034070010080

500150

Page 18: Selection of Materials

Life time (3)

Creep = f(, T, t) low temperature T/Tm < 0.5 high temperature T/Tm > 0.5

Impactors structure alloying (super creep alloys) – TMT

7501000/0.1

Page 19: Selection of Materials

Corrosion

Modes of corrosion

Chemical

Electrochemical

Biochemical

in dry gases

in organic liquids

in water containing environments

in melt electrolytes

Page 20: Selection of Materials

Types of corrosionTypes of corrosion:

a – uniform

b – nonuniform

c – selective

d – spotted

e – pitting

f – dotted

g – under surface

h – intercrystal

i - stress

Page 21: Selection of Materials

Chemical corrosion of metals (1)

2 Mg + O2 = 2 MgO

2 Fe + 3 O2 = Fe2O3

For protection Voxide > Vmetal

Kui Voxide/Vmetal > 1 – Cd, Al, Ti, Zr, Zn, Ni, Cr, Fe

At high Voks / Vmet (1,2…2,0) cracking

High temperature corrosion

T 1000 C – oxide layer electroconductive

Page 22: Selection of Materials

Chemical corrosion of metals (2)

Corrosion influencing parameters structure surface treatment materials parameters internal stresses T

gas composition velocity environmental parameters heating parameters

Page 23: Selection of Materials

Chemical corrosion of metals (3)

Protection alloying ( ) coatings protective atmosphere (at heat treatment) (H2 + N2

+ H2O; CO + CO2 + N2; etc.)

metalbaseion

.el.allion

metalbaseoxide

el.alloxide rr,FF

Page 24: Selection of Materials

Electrochemical corrosion of metals (1)Moisture + H2S, Co2,

So2, NaCl electrolyte

metals galvanic pair

Normal potential E, V

Galvanic series

Normal condition Sea water

-2,37 Mg Mg

-1,66 Al Zn

-1,63 Ti Cd

-1,18 Mn Al

soft steel

-0,76 Zn Pb

-0,74 Cr Sn

Ni

-0,44 Fe brass

-0,40 Cd Cu

-0,25 Ni monel (Ni alloy

-0,14 Sn Cr-steel (13% Cr)

0,13 Pb Ti

+0,34 Cu Cr

+0,80 Ag Ag

+1,20 Pt Au

+1,50 Au Pt

Page 25: Selection of Materials

Electrochemical corrosion of metals (2)

Microgalvanic pairs at steels

Atmosphere

Moisture film

Metal

Page 26: Selection of Materials

Electrochemical corrosion of metals (3)

Protection (1) Selection of materialsTable: Allowed contacts of metals

GroupI II III IV V

Mg Al Fe Ni TiZn plain

carbon steel

Cr Cu-Ni alloy

Cd Pb Stainless steel

Cu-Zn alloy

Sn Cr-steel CuAg, Au

Page 27: Selection of Materials

Protection (2)

Protective coatings- metallic (less active metals (Cu, Ni, Sn, Ag) – up

to coating must be undamage; active (Zn, Co) – protection up to end)

- paints, lubricants other

- cathodic protection- protector protection- anodic protection- corrosion inhibitors (high molecular matters)

Page 28: Selection of Materials

Wear

Modes of wear

Mechanical Corrosive-mechanicalAdhesive

-abrasion -oxidizing wear-erosion -fretting corrosive wear-cavitation-fatigue wear

Page 29: Selection of Materials

Method for wear protection

hardening, thermo-chemical treatment overwelding surface alloying coating (chemical, thermo-chemical, thermally

sprayed, PVD, CVD, mechanical) selection of pairs (by adhesion)

Page 30: Selection of Materials

Wear testing methodsDescription

Sliding friction with or without a lubrication

Abrasive wear

Rolling friction with or without a lubrication

Page 31: Selection of Materials

Material groups

Metals

Ceramics

Glass

Composites

Polymers

Cermets

Glass-ceramics

MCM

MCM Metal composite materialsCCM Ceramic composite materialPCM Polymeric composite materialGCCM Glass-ceramic composite materialFRG Fiber-reinforced glass

CCM

PCM

GCCM

FRG

Page 32: Selection of Materials

Material group kg/m3

Rm

N/mm2

Rm/

up to

Metals an

d allo

ys

Cast ironsPlain carbon steelsAlloy steelsAl-alloysCu-alloysTi-alloysMg-alloys

7800780078002700890045001750

150…800320…1000460…1650150…500230…700300…1450150…335

1013211883220

Plastics

PVCPEPCFiberglass plastic EP . PC

1350950105012501250

10…2520…4035…8030…9080…170

8

14

Specific strength of materials (1)

Page 33: Selection of Materials

Specific strength of materials (2)

Material group kg/m3

Rm

N/mm2

Rm/

up toCera-mics

Al2O3

TiO2

3Al2O3 2SiO2

SiC (-modif.)Si3N4

39804240316032203170

300…40070…170110…190450…800500…1000

10462522

Compo-sites

Al-B (30%)Al-B (50%)Fiberglass plastic EP

ECCarbon-Carbon composite 3-directions

2700

1250

8011030…9080…170

4

14

35 (2000C)5 (3000C)

Wood PineOak

550 II690 II

8997 17

Page 34: Selection of Materials

Basic physical and mechanical properties of construction materials (1)

Property Metals Ceramics Polymers

Density, kg/m3 x 10-3

2-6 (average.

8)

2-17 (average.

5)1-2

TS, C

Low. High.

Sn232, W3400

High 4000

Low

Hardness Average High LowWorkability Good Poor GoodTensile strength Rm,

MPa 2500 400 120

Compressive strength Rm

c,

MPa 2500 5000 350

Page 35: Selection of Materials

Basic physical and mechanical properties of construction materials (2)

Property Metals Ceramics PolymersModulus of elasticity, E GPa

40 400 150 450 0,001 3,5

Creep resistance at high temperatures

Poor Outstanding -

Thermal expansion

Average High

Low Average

Very high

Thermal conductivity

Average

Average (mostly

lowers then t )

Very high

Electrical properties

Conductors Isolators Isolators

Chemical inertness

Low average

OutstandingGood in general

Page 36: Selection of Materials

Thank you for attention

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