chemical engineering 378mjm82/che378/fall2020/lecturenotes/lecture_11_notes.pdfbalanced rock, arches...
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Chemical Engineering 378
Science of Materials Engineering
Lecture 11Stress, Strain, & Elastic Deformation
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Spiritual Thought
“Many of you think you are failures. You feel you cannot do well, that with all of your effort it is not sufficient. We all worry about our performance. We wish we could do better. But unfortunately we do not realize, we do not often see the results that come of what we do. You never know how much good you do… Get on your knees and ask for the blessings of the Lord; then stand on your feet and do what you are asked to do. Then leave the matter in the hands of the Lord. You will discover that you have accomplished something beyond price.”
-President Gordon B. Hinkley
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Materials Roadmap3
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Material Properties
• Material Selection Properties– Optical Properties– Electrical Properties– Magnetic Properties– Thermal– Deteriorative Properties– Mechanical Properties
• Mechanical Properties – How does a material respond to forces and stresses
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Common States of Stress
• Simple tension: cable
Ski lift (photo courtesy P.M. Anderson)
σ = F
Ao = cross-sectional area of cable (with no load)
F = forceF
Tensile stress = σ A0
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(photo courtesy P.M. Anderson)Canyon Bridge, Los Alamos, NM
oσ = F
A
• Simple compression:
Note: structure membersare under compression(F < 0 and σ < 0).(photo courtesy P.M. Anderson)
OTHER COMMON STRESS STATES (i)
Ao
Balanced Rock, Arches National Park
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• Bi-axial tension: • Hydrostatic compression:
Pressurized tank
σ < 0h
(photo courtesyP.M. Anderson)
(photo courtesyP.M. Anderson)
OTHER COMMON STRESS STATES (ii)
Fish under water
σ z > 0
σθ
> 0
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Common States of Stress (cont.)
• Torsion (a form of shear): drive shaft
Ski lift (photo courtesy P.M. Anderson)
sτ = F
A
M
M = moment
2R
Ac
AsF
MAcR
=AC = cross-sectional area of drive shaft (with no load)
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Units for stress:
MPa = 106 Pa = 106 N/m2 or lbf /in2
Engineering Stress• Shear stress, τ:
Area, AoF
Fτ = F
Ao
• Tensile stress, σ:
original cross-sectionalarea before loading
σ = FAo
Area, Ao
F
F
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Engineering Strain• Tensile strain (εz): • Lateral strain (εx):
Both tensile and shear strain are dimensionless
• Shear strain (γ):θ
y
∆x γ = Δx/y = tan θ
εz = Δllo
Δl/2
lodo
- Δdεx =d0
Δd/2
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Stress-Strain Testing• Typical tensile test
machine
Fig. 6.3, Callister & Rethwisch 10e.(Taken from H.W. Hayden, W.G. Moffatt, and J. Wulff, The Structure and Properties of
Materials, Vol. III, Mechanical Behavior, p. 2, John Wiley and Sons, New York, 1965.)
specimenextensometer
• Typical tensile specimen
Fig. 6.2, Callister & Rethwisch 10e.
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Linear Elastic Properties
• Hooke's Law:σ = E ε
σ
Linear-
elastic
• Modulus of Elasticity, E:(also known as Young's modulus)
E
ε
• Elastic deformation is nonpermanent and reversible!– generally valid at small deformations – linear stress strain curve
compression
tension
Units:E: [GPa] or [psi]1 GPa = 109 Pa
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MetalsAlloys
GraphiteCeramicsSemicond
Polymers Composites/fibers
E(GPa)
Based on data in Table B.2,Callister & Rethwisch 10e.Composite data based onreinforced epoxy with 60 vol%of alignedcarbon (CFRE),aramid (AFRE), orglass (GFRE)fibers.
Elastic Modulus – Comparison of Material Types
0.2
8
0.6
1
Magnesium,Aluminum
Platinum
Silver, Gold
Tantalum
Zinc, Ti
Steel, NiMolybdenum
Graphite
Si crystal
Glass -soda
Concrete
Si nitrideAl oxide
PC
Wood( grain)
AFRE( fibers) *
CFRE*GFRE*
Glass fibers only
Carbon fibers only
Aramid fibers only
Epoxy only
0.4
0.8
2
46
10
20
406080
100
200
600800
10001200
400
Tin
Cu alloys
Tungsten
<100>
<111>
Si carbide
Diamond
PTFE
HDPE
LDPE
PP
Polyester
PSPET
CFRE( fibers) *
GFRE( fibers)*
GFRE(|| fibers)*
AFRE(|| fibers)*
CFRE(|| fibers)*
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Elastic deformation is nonpermanent and reversible!
Elastic Deformation
2. Small load
Force, F
Δl
bonds stretch
1. Initial 3. Unload
return to initial
F
Δl
Linear-elastic
Non-Linear-elastic
Atomic configurations—before, during, after load (force) application
= metal atom
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Influence of Bonding Forces• Elastic modulus depends on interatomic bonding
forces• Modulus proportional to slope of interatomic force-
interatomic separation curve
Fig. 6.7, Callister & Rethwisch 10e.
InteratomicSeparation r
Inte
rato
mic
Forc
e F
Stongly bonded –larger E
Weakly bonded –smaller E
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Poisson's ratio
• Poisson's ratio, ν:
Units:ν: dimensionless
For most metals, ceramics and polymers:
0.15 < ν ≤ 0.50
metals: ν ~ 0.33ceramics: ν ~ 0.25polymers: ν ~ 0.40
εz
εx
-ν
εν = - x
εz
compression
tension
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• Elastic Shearmodulus, G:
τ
G
γτ = G γ
Other Elastic Properties
simpletorsiontest
M
M
• Elastic constant relationships for isotropic materials:
2(1 + ν)EG =
3(1 - 2ν)EK =
= moment
0• Elastic Bulk
modulus, K:
Pressure test: Init. vol. = VoVol. chg. = ΔV
P =
P PP = -K ΔV
Vo
P
-ΔVK
Vo
hydrostaticpressure
0
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Plastic deformation is permanentand nonrecoverable.
Plastic Deformation (Metals)
F
Δllinear elastic
linear elastic
3. Unload
atomsremaindisplaced
Δl plastic
1. Initial
= metal atom
2. Apply load
F
Δl elastic +
bonds stretch & atoms displaced
Δl plastic
Δlplastic
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Plastic Deformation
• Stress-strain plot for simple tension test:
Adapted from Fig. 6.10 (a),Callister & Rethwisch 10e.
• Plastic Deformation is permanent and nonrecoverable
stress, σ
strain, ε
Stressed into Plastic Region,Elastic + Plastic
εpplastic strain
ElasticDeformation
Stress Removed, Plastic Deformation Remains