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Mechanical Properties
goals elastic properties yielding phenomenon deformation, tensile strength, ductility tensile curves brittle versus ductile failure fracture energy
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Mechanical Properties
associated with “structural” applications elastic properties Young’s modulus or elastic modulus Poisson’s ratio yield strength plastic properties elongation reduction in area ultimate tensile strength fracture energy
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Elastic Modulus, Poisson’s Ratio
best to use ultrasonic velocity
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Elastic Modulus 𝐸= 𝑢 2 𝜌 1+ 𝜈 (1−2 𝜈) 1− 𝜈 E = elastic modulus u = sound velocity (depends on square-root of fractional density) ρ = material density ν = Poisson’s ratio
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Strength Definitions strength = force over original area engineering stress & strain use initial size true stress & strain use instantaneous size
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Stress and Load stress = load/area
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Compression and Tension
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Compression Test 𝜎= 4 𝐹 𝜋 𝐷 2
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Compression Test
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Brazillian Test 𝜎= 2 𝐹 𝜋 𝐷 𝑇 particulate composites D = 25 mm T = 6 mm
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Transverse Rupture Test
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Transverse Rupture (TRS or MOR)
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Strength Calculation 𝜎= 3 𝐹 𝐿 2 𝑊 𝑇 2 𝜎 𝑇𝑅𝑆 = 𝜎 𝑇𝐸𝑁 2 (𝑀+1) 2 1 𝑀
three point bending (TRS); ratio dimensions 𝜎= 3 𝐹 𝐿 2 𝑊 𝑇 2 Weibull effect 𝜎 𝑇𝑅𝑆 = 𝜎 𝑇𝐸𝑁 (𝑀+1) 𝑀 four point bending (L > G, upper gap spacing) 𝜎= 3 𝐹 (𝐿−𝐺) 2 𝑊 𝑇 2
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Weibull Data
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Porosity Effect
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Disk and Ball Variant
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Tensile Test
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Clamping
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Screw and Hydraulic Systems
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Tensile Stretching - Elastic
tensile bar Ao Lo L P = L/Lo stress strain E engineering materials all respond elastically at small strains
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Elastic Part
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Brittle Response x linear to fracture TS or UTS = tensile strength
stress brittle behavior strain examples: concrete, ceramics, stone
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Ductile Response stress uniform
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Ductile Options high ductility moderate ductility some, but low
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Tensile Response standardized test bar after ductile fracture
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Tensile Necking elongation versus gage length.
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Ductility ductility relates to strain at fracture measures
elongation change in gauge length over initial length reduction in area change in gauge area over initial area yield strength E E I I 0.002
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Example Bars initial bar very high elongation moderate elongation
brittle
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Reduction in Area, Necking
ductile fracture - elongation and area reduction
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Porosity Role
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Interface Preferred Fracture
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Transverse Rupture - Tensile
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Impact Tester
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Impact (Charpy) Test
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Notch Effect two phase stainless unnotched impact toughness 272 J/cm2 notched impact toughness 10 J/cm2 stainless is not generally considered notch sensitive
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Impact and Tensile impact gives energy to fracture tensile gives strength and elongation area under stress-strain curve: N/m2 {stress} by m/m {strain} product is energy per unit volume = J/m3 tests differ in strain rates, still similar
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Fatigue Testing
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Fatigue oscillating stress bending, rotating, pulling, compression endurance limit or fatigue strength 10 million cycles R = -1 typical, fully reversed fatigue strength % of tensile composites tend to be lower range
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Uniaxial Fatigue Tester
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Fatigue Curve
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Fatigue Steps
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Fracture Toughness resistance to crack propagation K = stress concentration (at crack tip) I = tensile mode (vs shear or compression) c = critical for fracture KIc = fracture toughness compact tension test Palmqvist test
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Compact Tension Test
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At Onset of Crack Extension
preexisting crack of size A σ = applied stress to start crack motion material property of fracture toughness 𝐾 𝐼𝑐 =𝑌 𝜎 𝜋 𝐴
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Palmqvist Test (Vickers Indent)
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Palmqvist Approach Vickers hardness test, VHN crack length A 𝐾 𝐼𝑐 = 𝐽 𝑉𝐻𝑁 𝑅 1/2 J conversion factor R measured from hardness load F and crack onset load FO 𝑅= 𝐹− 𝐹 𝑂 4 𝐴
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Some Examples ice 0.2 MPa√m alumina 4 MPa√m WC-10Co 12 MPa√m heat treated steel 100 MPa√m
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Key Points means to measure and specify many possible tests some tests are easy, widely used chemistry, density, hardness typical other tests are destructive values differ between tests best practice to specify test
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