1Modulus (stiffness / rigidez)
Ability to resist bending, twisting, or stretching
2Strength (resistencia)
Resistance to plastic deformation
3Hardness (dureza)
Resistance to localized plastic deformation
4Toughness (tenacidad)
Resistance to fracture; energy absorbed before fracture (area under the whole stress-strain curve)
5Elongation
Extent of ductility; strain to fracture
6Ductility
Measure of plastic deformation sustained at fracture; reported as %EL or %RA
7Fatigue
Failure due to accumulated damage from repeated application of small loads
8Elastic deformation
Material returns to original shape after load removal; caused by separation (stretching) of atomic bonds
9Plastic deformation
Permanent change in shape/size after load removal; caused by defect (dislocation) or molecular motion
10Failure
Inability of a component to perform its intended function
11Fracture
Separation of a component into two or more pieces
12Four ways to load a material
Tension, compression, shear (cortante), torsion
13Dog-bone specimen
Standard tensile specimen; reduced central section concentrates deformation and reduces breakage at the grips
14Standard 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)
15Tensile test
Uniaxial load increased until fracture; gives elastic modulus, yield strength, UTS, and ductility; destructive
16Universal testing machine
Moves crosshead at constant rate; load cell records force; extensometer records elongation
17Compression test
Same machine as tension but specimen shortens; useful for brittle-in-tension materials (ceramics, composites), forging, powders, foams
18Shear stress
tau = F / A0 (load parallel to the face)
19Shear strain
gamma = tan(theta), approximately theta for small angles
20Torsion test
Torque on a cylinder gives pure shear; used for axles, drive shafts, drill bits
21Engineering stress
sigma = F / A0 (A0 = original cross-section area); units: Pa, MPa, psi
22Engineering strain
epsilon = (l - l0) / l0 = delta l / l0; dimensionless (mm/mm)
23Gauge length
Original length l0 over which elongation is measured (about 50 mm)
24Hooke's law
sigma = E * epsilon (linear elastic region)
25Young's modulus / modulus of elasticity (E)
Slope of the linear elastic region; resistance to separation of adjacent atoms; decreases with increasing temperature
26Proportional limit (sigma_p)
Stress at the end of the linear (Hookean) portion of the curve
27Yield strength (sigma_y)
Stress at the limit of the elastic region; start of plastic deformation
280.2% offset method
Draw a line with slope E shifted by 0.2% strain; where it intersects the curve is the yield strength
29Ultimate tensile strength (UTS)
Maximum engineering stress: F_max / A0
30Fracture strength (sigma_f)
Engineering stress at fracture
31Total elongation (epsilon_f)
Strain at fracture
32Necking
Local reduction in cross-section area after UTS; load capacity drops until fracture
33Strain hardening (curve)
Plastic deformation increases the strength of the material
34Elastic strain recovery
After unloading past yield, the unloading line has the original E; new yield strength is where the load was removed
35Isotropic material
Properties are the same in all directions
36Anisotropic material
Properties depend on orientation (example: ears on drawn cans)
37Percent elongation (%EL)
%EL = (lf - l0) / l0 x 100
38Percent reduction in area (%RA)
%RA = (A0 - Af) / A0 x 100
39Resilience (Ur)
Energy absorbed elastically and recovered on unloading (springs); Ur = sigma_y^2 / (2E)
40Toughness (Ut)
Energy absorbed before fracture; approx. area under the stress-strain curve
41True stress
sigma_T = F / A_i (instantaneous area) = sigma(1 + epsilon)
42True strain
epsilon_T = ln(l_i / l0) = ln(1 + epsilon)
43Power law (true stress-strain)
sigma_T = K * epsilon_T^n (onset of plasticity to necking)
44Strain-hardening exponent (n)
n = 1 elastic; n = 0 rigid and perfectly plastic; K and n depend on material condition
45Poisson's ratio (added, not detailed on slides)
nu = - epsilon_lateral / epsilon_axial
46Brinell hardness (HB)
Steel ball pressed into surface; HB = P / (pi * D * depth)
47ASTM E10 Brinell standard conditions
10 mm ball, 3000 kgf, 10-15 s
48Brinell notation (63 HB 10/500/30)
63 HB with a 10 mm ball, 500 kgf load, 30 s
49Rockwell hardness
Most popular test; preload plus applied load; no optical measurement of the indent; scales A, C, D, N
50Rockwell notation (64HRC)
Result 64 on scale C
51Vickers hardness (HV)
Square-base diamond pyramid; microindentation; HV = 1.8544 P / d^2
52Vickers notation (440HV30)
Result 440 at 30 kgf load
53Hardness (is it a property?)
No; it is an empirical, comparative test (indentation, relatively cheap and nondestructive)
54Elastic modulus of covalent ceramics
About 10^12 Pa (diamond, silicon)
55Elastic modulus of ionic ceramics
About 10^11 Pa (NaCl, CsF)
56Elastic modulus of metals
About 10^11 Pa (copper, iron)
57Elastic modulus of polymers
About 10^9 Pa (polyethylene)
58E of steel and nickel
207 GPa (30 x 10^6 psi)
59E of aluminum
69 GPa (10 x 10^6 psi)
60E of copper
110 GPa (16 x 10^6 psi)
61E of titanium
107 GPa (15.5 x 10^6 psi)
62E of tungsten
407 GPa (59 x 10^6 psi)
63E of magnesium
45 GPa (6.5 x 10^6 psi)
64E of brass
97 GPa (14 x 10^6 psi)
65Dislocation
Linear defect around which some atoms are misaligned
66Edge dislocation
Extra half-plane of atoms; moves like a caterpillar along the slip plane
67Screw dislocation
One part of the crystal slides relative to the other
68Mixed dislocation
Combination of edge and screw character; most dislocations are mixed
69Burgers vector
Vector describing magnitude and direction of the lattice distortion caused by a dislocation
70Dislocation density
Number of dislocations per unit volume; about 10^5 to 10^12 cm^-2 in heavily deformed metals
71Sources of dislocations
Plastic deformation (most important), solidification, thermal stresses, grain boundaries, irregular surfaces, oxide interfaces, irradiation
72Frank-Read source
Dislocation pinned at its ends bows out under shear stress until it forms a loop; multiplies dislocations
73Dislocation interaction: same sign, same plane
Repel
74Dislocation interaction: opposite sign, same plane
Attract
75Slip system
Combination of slip plane and slip direction
76FCC vs. HCP ductility
FCC is more ductile (more slip systems)
77Resolved shear stress
tau_R = sigma cos(phi) cos(lambda)
78Critical resolved shear stress (tau_crss)
Minimum shear stress required to initiate slip
79Single-crystal yield stress
sigma_y = tau_crss / (cos phi cos lambda)max
80Maximum 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
81Polycrystal vs. single crystal strength
Polycrystals are stronger: grain boundaries pin dislocations; slip systems change between grains; each grain is constrained by neighbors
82Strain hardening (mechanism)
Plastic deformation raises dislocation density; dislocations block each other; mobility drops; strength and hardness rise
83Work hardening / cold working
Other names for strain hardening
84Cold work temperature
Plastic deformation below about 0.3 of the melting temperature (in kelvin)
85Percent cold work (%CW)
%CW = (A0 - Ad) / A0 x 100
86Limit on cold work
Cannot exceed the material's total elongation (maximum % ductility)
87Cold working shaping processes
Rolling, forging, drawing, cold extrusion, stamping, bending, machining, grinding
88Cold working surface treatments
Shot peening, burnishing, cold hammering (improve wear resistance)
89Effect of cold work
Strength and hardness increase; ductility decreases
90Annealing
Heat treatment that restores properties from before cold work via recovery and recrystallization, possibly followed by grain growth
91Recovery
Dislocations annihilateearrange into low-angle grain boundaries by diffusion; internal stress drops; conductivity restored; no major microstructure change
92Recrystallization
Formation of new strain-free, equiaxed grains with low dislocation density; ductility and strength return to pre-cold-work levels
93Driving force for recrystallization
Difference in internal energy between strained and unstrained material
94Recrystallization temperature
Temperature at which recrystallization completes in 1 hour; typically 0.35-0.5 Tm (kelvin)
95More cold work and recrystallization temperature
Lowers it
96Pure metals vs. alloys (recrystallization)
Faster in pure metals
97Grain growth
Large grains grow at the expense of small ones to reduce grain boundary area and energy
98Grain growth law
d^n - d0^n = K t, with n usually 2 or more
99Why avoid grain growth during annealing?
Fine grains give higher strength and toughness
100Strengthening principle
Stop or impede dislocation motion
101Single-phase strengthening mechanisms
Grain size reduction, solid-solution strengthening, strain hardening (also precipitation and dispersion hardening)
102Grain size reduction
Grain boundaries block dislocations (a dislocation must change orientation to cross); smaller grains are stronger
103Hall-Petch equation
sigma_y = sigma_0 + k_y d^(-1/2)
104Dislocation pile-up
Dislocations on one plane stack at a grain boundary; leading dislocation feels tau* = n tau; larger grains hold more
105Solid-solution strengthening
Solute atoms (interstitial or substitutional) have stress fields that interact with dislocations and create energy barriers
106Solute-dislocation strain cancellation
Tension-field solutes migrate to the dislocation's compression region and compression-field solutes to its tension region
107Solid-solution strengthening vs. temperature
Low T: solutes immobile. High T: solutes too mobile to restrict dislocations. Strongest when mobilities are about equal
108Diffusion equation
D = D0 exp(-Q / RT)
109Cottrell atmosphere
Interstitial solute atoms (C, N) clustered at a dislocation that lock it in low-carbon steel
110Upper yield point
Maximum stress needed to unlock dislocations from Cottrell atmospheres (higher than lower yield)
111Yield point elongation
Plateau on a low-carbon steel curve where free dislocations move at the lower yield stress
112Luders bands
Localized deformation bands that propagate through a sample during yield point elongation
113Why yield point elongation matters
Causes thickness irregularities in stamped low-carbon steel sheet
114Fixes 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
115Strain aging
Yield point returns after prestraining and resting because interstitials re-lock dislocations; different from precipitation aging
116Strain aging example
Fe-31Ni-0.1C austenitic alloy: interrupted test, 3 hour wait, reload shows yield point, plateau, load drop
117Atomic radii (pm)
Fe 156, C 67, N 56, Si 111, Mn 161, Mo 190, Ni 149