Mechanical Properties of Materials

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1
Modulus (stiffness / rigidez)
Ability to resist bending, twisting, or stretching
2
Strength (resistencia)
Resistance to plastic deformation
3
Hardness (dureza)
Resistance to localized plastic deformation
4
Toughness (tenacidad)
Resistance to fracture; energy absorbed before fracture (area under the whole stress-strain curve)
5
Elongation
Extent of ductility; strain to fracture
6
Ductility
Measure of plastic deformation sustained at fracture; reported as %EL or %RA
7
Fatigue
Failure due to accumulated damage from repeated application of small loads
8
Elastic deformation
Material returns to original shape after load removal; caused by separation (stretching) of atomic bonds
9
Plastic deformation
Permanent change in shape/size after load removal; caused by defect (dislocation) or molecular motion
10
Failure
Inability of a component to perform its intended function
11
Fracture
Separation of a component into two or more pieces
12
Four ways to load a material
Tension, compression, shear (cortante), torsion
13
Dog-bone specimen
Standard tensile specimen; reduced central section concentrates deformation and reduces breakage at the grips
14
Standard tensile specimen dimensions
Diameter about 12.8 mm (0.5 in); reduced section at least 4x diameter (about 60 mm); gauge length about 50 mm (2 in)
15
Tensile test
Uniaxial load increased until fracture; gives elastic modulus, yield strength, UTS, and ductility; destructive
16
Universal testing machine
Moves crosshead at constant rate; load cell records force; extensometer records elongation
17
Compression test
Same machine as tension but specimen shortens; useful for brittle-in-tension materials (ceramics, composites), forging, powders, foams
18
Shear stress
tau = F / A0 (load parallel to the face)
19
Shear strain
gamma = tan(theta), approximately theta for small angles
20
Torsion test
Torque on a cylinder gives pure shear; used for axles, drive shafts, drill bits
21
Engineering stress
sigma = F / A0 (A0 = original cross-section area); units: Pa, MPa, psi
22
Engineering strain
epsilon = (l - l0) / l0 = delta l / l0; dimensionless (mm/mm)
23
Gauge length
Original length l0 over which elongation is measured (about 50 mm)
24
Hooke's law
sigma = E * epsilon (linear elastic region)
25
Young's modulus / modulus of elasticity (E)
Slope of the linear elastic region; resistance to separation of adjacent atoms; decreases with increasing temperature
26
Proportional limit (sigma_p)
Stress at the end of the linear (Hookean) portion of the curve
27
Yield strength (sigma_y)
Stress at the limit of the elastic region; start of plastic deformation
28
0.2% offset method
Draw a line with slope E shifted by 0.2% strain; where it intersects the curve is the yield strength
29
Ultimate tensile strength (UTS)
Maximum engineering stress: F_max / A0
30
Fracture strength (sigma_f)
Engineering stress at fracture
31
Total elongation (epsilon_f)
Strain at fracture
32
Necking
Local reduction in cross-section area after UTS; load capacity drops until fracture
33
Strain hardening (curve)
Plastic deformation increases the strength of the material
34
Elastic strain recovery
After unloading past yield, the unloading line has the original E; new yield strength is where the load was removed
35
Isotropic material
Properties are the same in all directions
36
Anisotropic material
Properties depend on orientation (example: ears on drawn cans)
37
Percent elongation (%EL)
%EL = (lf - l0) / l0 x 100
38
Percent reduction in area (%RA)
%RA = (A0 - Af) / A0 x 100
39
Resilience (Ur)
Energy absorbed elastically and recovered on unloading (springs); Ur = sigma_y^2 / (2E)
40
Toughness (Ut)
Energy absorbed before fracture; approx. area under the stress-strain curve
41
True stress
sigma_T = F / A_i (instantaneous area) = sigma(1 + epsilon)
42
True strain
epsilon_T = ln(l_i / l0) = ln(1 + epsilon)
43
Power law (true stress-strain)
sigma_T = K * epsilon_T^n (onset of plasticity to necking)
44
Strain-hardening exponent (n)
n = 1 elastic; n = 0 rigid and perfectly plastic; K and n depend on material condition
45
Poisson's ratio (added, not detailed on slides)
nu = - epsilon_lateral / epsilon_axial
46
Brinell hardness (HB)
Steel ball pressed into surface; HB = P / (pi * D * depth)
47
ASTM E10 Brinell standard conditions
10 mm ball, 3000 kgf, 10-15 s
48
Brinell notation (63 HB 10/500/30)
63 HB with a 10 mm ball, 500 kgf load, 30 s
49
Rockwell hardness
Most popular test; preload plus applied load; no optical measurement of the indent; scales A, C, D, N
50
Rockwell notation (64HRC)
Result 64 on scale C
51
Vickers hardness (HV)
Square-base diamond pyramid; microindentation; HV = 1.8544 P / d^2
52
Vickers notation (440HV30)
Result 440 at 30 kgf load
53
Hardness (is it a property?)
No; it is an empirical, comparative test (indentation, relatively cheap and nondestructive)
54
Elastic modulus of covalent ceramics
About 10^12 Pa (diamond, silicon)
55
Elastic modulus of ionic ceramics
About 10^11 Pa (NaCl, CsF)
56
Elastic modulus of metals
About 10^11 Pa (copper, iron)
57
Elastic modulus of polymers
About 10^9 Pa (polyethylene)
58
E of steel and nickel
207 GPa (30 x 10^6 psi)
59
E of aluminum
69 GPa (10 x 10^6 psi)
60
E of copper
110 GPa (16 x 10^6 psi)
61
E of titanium
107 GPa (15.5 x 10^6 psi)
62
E of tungsten
407 GPa (59 x 10^6 psi)
63
E of magnesium
45 GPa (6.5 x 10^6 psi)
64
E of brass
97 GPa (14 x 10^6 psi)
65
Dislocation
Linear defect around which some atoms are misaligned
66
Edge dislocation
Extra half-plane of atoms; moves like a caterpillar along the slip plane
67
Screw dislocation
One part of the crystal slides relative to the other
68
Mixed dislocation
Combination of edge and screw character; most dislocations are mixed
69
Burgers vector
Vector describing magnitude and direction of the lattice distortion caused by a dislocation
70
Dislocation density
Number of dislocations per unit volume; about 10^5 to 10^12 cm^-2 in heavily deformed metals
71
Sources of dislocations
Plastic deformation (most important), solidification, thermal stresses, grain boundaries, irregular surfaces, oxide interfaces, irradiation
72
Frank-Read source
Dislocation pinned at its ends bows out under shear stress until it forms a loop; multiplies dislocations
73
Dislocation interaction: same sign, same plane
Repel
74
Dislocation interaction: opposite sign, same plane
Attract
75
Slip system
Combination of slip plane and slip direction
76
FCC vs. HCP ductility
FCC is more ductile (more slip systems)
77
Resolved shear stress
tau_R = sigma cos(phi) cos(lambda)
78
Critical resolved shear stress (tau_crss)
Minimum shear stress required to initiate slip
79
Single-crystal yield stress
sigma_y = tau_crss / (cos phi cos lambda)max
80
Maximum of cos(phi) cos(lambda)
0.5 (at 45 and 45 degrees), so sigma_y = 2 tau_crss; slip starts on planes about 45 degrees off the load axis
81
Polycrystal vs. single crystal strength
Polycrystals are stronger: grain boundaries pin dislocations; slip systems change between grains; each grain is constrained by neighbors
82
Strain hardening (mechanism)
Plastic deformation raises dislocation density; dislocations block each other; mobility drops; strength and hardness rise
83
Work hardening / cold working
Other names for strain hardening
84
Cold work temperature
Plastic deformation below about 0.3 of the melting temperature (in kelvin)
85
Percent cold work (%CW)
%CW = (A0 - Ad) / A0 x 100
86
Limit on cold work
Cannot exceed the material's total elongation (maximum % ductility)
87
Cold working shaping processes
Rolling, forging, drawing, cold extrusion, stamping, bending, machining, grinding
88
Cold working surface treatments
Shot peening, burnishing, cold hammering (improve wear resistance)
89
Effect of cold work
Strength and hardness increase; ductility decreases
90
Annealing
Heat treatment that restores properties from before cold work via recovery and recrystallization, possibly followed by grain growth
91
Recovery
Dislocations annihilateearrange into low-angle grain boundaries by diffusion; internal stress drops; conductivity restored; no major microstructure change
92
Recrystallization
Formation of new strain-free, equiaxed grains with low dislocation density; ductility and strength return to pre-cold-work levels
93
Driving force for recrystallization
Difference in internal energy between strained and unstrained material
94
Recrystallization temperature
Temperature at which recrystallization completes in 1 hour; typically 0.35-0.5 Tm (kelvin)
95
More cold work and recrystallization temperature
Lowers it
96
Pure metals vs. alloys (recrystallization)
Faster in pure metals
97
Grain growth
Large grains grow at the expense of small ones to reduce grain boundary area and energy
98
Grain growth law
d^n - d0^n = K t, with n usually 2 or more
99
Why avoid grain growth during annealing?
Fine grains give higher strength and toughness
100
Strengthening principle
Stop or impede dislocation motion
101
Single-phase strengthening mechanisms
Grain size reduction, solid-solution strengthening, strain hardening (also precipitation and dispersion hardening)
102
Grain size reduction
Grain boundaries block dislocations (a dislocation must change orientation to cross); smaller grains are stronger
103
Hall-Petch equation
sigma_y = sigma_0 + k_y d^(-1/2)
104
Dislocation pile-up
Dislocations on one plane stack at a grain boundary; leading dislocation feels tau* = n tau; larger grains hold more
105
Solid-solution strengthening
Solute atoms (interstitial or substitutional) have stress fields that interact with dislocations and create energy barriers
106
Solute-dislocation strain cancellation
Tension-field solutes migrate to the dislocation's compression region and compression-field solutes to its tension region
107
Solid-solution strengthening vs. temperature
Low T: solutes immobile. High T: solutes too mobile to restrict dislocations. Strongest when mobilities are about equal
108
Diffusion equation
D = D0 exp(-Q / RT)
109
Cottrell atmosphere
Interstitial solute atoms (C, N) clustered at a dislocation that lock it in low-carbon steel
110
Upper yield point
Maximum stress needed to unlock dislocations from Cottrell atmospheres (higher than lower yield)
111
Yield point elongation
Plateau on a low-carbon steel curve where free dislocations move at the lower yield stress
112
Luders bands
Localized deformation bands that propagate through a sample during yield point elongation
113
Why yield point elongation matters
Causes thickness irregularities in stamped low-carbon steel sheet
114
Fixes for yield point elongation
Add Al, V, Ti, Nb or B to tie up solutes; or prestrain above the lower yield point so stamping starts in the strain-hardening region
115
Strain aging
Yield point returns after prestraining and resting because interstitials re-lock dislocations; different from precipitation aging
116
Strain aging example
Fe-31Ni-0.1C austenitic alloy: interrupted test, 3 hour wait, reload shows yield point, plateau, load drop
117
Atomic radii (pm)
Fe 156, C 67, N 56, Si 111, Mn 161, Mo 190, Ni 149
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