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MECHANICAL PROPERTIES. ISSUES TO ADDRESS. • Stress and strain : What are they and why are they used instead of load and deformation?. • Elastic behavior: When loads are small, how much deformation occurs? What materials deform least?.
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MECHANICAL PROPERTIES ISSUES TO ADDRESS... • Stress and strain: What are they and why are they used instead of load and deformation? • Elastic behavior: When loads are small, how much deformation occurs? What materials deform least? • Plastic behavior: At what point do dislocations cause permanent deformation? What materials are most resistant to permanent deformation? • Toughness and ductility: What are they and how do we measure them? • Ceramic Materials: What special provisions/tests are • made for ceramic materials? 1
ELASTIC DEFORMATION 1. Initial 2. Small load 3. Unload Elastic means reversible! 2
PLASTIC DEFORMATION (METALS) 1. Initial 2. Small load 3. Unload Plastic means permanent! 3
ENGINEERING STRESS • Tensile stress, s: • Shear stress, t: Stress has units: N/m2 or lb/in2 4
ENGINEERING STRAIN • Tensile strain: • Lateral strain: • Shear strain: Strain is always dimensionless. 8
STRESS-STRAIN TESTING • Typical tensile specimen • Typical tensile test machine • Other types of tests: --compression: brittle materials (e.g., concrete) --torsion: cylindrical tubes, shafts. 9
LINEAR ELASTIC PROPERTIES • Modulus of Elasticity, E: (also known as Young's modulus) • Hooke's Law: s = Ee • Poisson's ratio, n: metals: n ~ 0.33 ceramics: ~0.25 polymers: ~0.40 Units: E: [GPa] or [psi] n: dimensionless 10
OTHER ELASTIC PROPERTIES • Elastic Shear modulus, G: simple torsion test t = Gg • Elastic Bulk modulus, K: pressure test: Init. vol =Vo. Vol chg. = DV • Special relations for isotropic materials: 12
YOUNG’S MODULI: COMPARISON Graphite Ceramics Semicond Metals Alloys Composites /fibers Polymers E(GPa) 13
PLASTIC (PERMANENT) DEFORMATION (at lower temperatures, T < Tmelt/3) • Simple tension test: 15
YIELD STRENGTH, sy • Stress at which noticeableplastic deformation has occurred. when ep = 0.002 16
YIELD STRENGTH: COMPARISON Room T values Based on data in Table B4, Callister 6e. a = annealed hr = hot rolled ag = aged cd = cold drawn cw = cold worked qt = quenched & tempered 17
TENSILE STRENGTH, TS • Maximum possible engineering stress in tension. • Metals: occurs when noticeable necking starts. • Ceramics: occurs when crack propagation starts. • Polymers: occurs when polymer backbones are aligned and about to break. 18
TENSILE STRENGTH: COMPARISON Room T values Based on data in Table B4, Callister 6e. a = annealed hr = hot rolled ag = aged cd = cold drawn cw = cold worked qt = quenched & tempered AFRE, GFRE, & CFRE = aramid, glass, & carbon fiber-reinforced epoxy composites, with 60 vol% fibers. 19
DUCTILITY, %EL • Plastic tensile strain at failure: Adapted from Fig. 6.13, Callister 6e. • Another ductility measure: • Note: %AR and %EL are often comparable. --Reason: crystal slip does not change material volume. --%AR > %EL possible if internal voids form in neck. 20
TOUGHNESS • Energy to break a unit volume of material • Approximate by the area under the stress-strain curve. 21
HARDENING • An increase in sy due to plastic deformation. • Curve fit to the stress-strain response: 22
MEASURING ELASTIC MODULUS • Room T behavior is usually elastic, with brittle failure. • 3-Point Bend Testing often used. --tensile tests are difficult for brittle materials. • Determine elastic modulus according to: 23
MEASURING STRENGTH • 3-point bend test to measure room T strength. • Typ. values: • Flexural strength: Si nitride Si carbide Al oxide glass (soda) 700-1000 550-860 275-550 69 300 430 390 69 24
TENSILE RESPONSE: ELASTOMER CASE • Compare to responses of other polymers: --brittle response (aligned, cross linked & networked case) --plastic response (semi-crystalline case) 25
T AND STRAIN RATE: THERMOPLASTICS • Decreasing T... --increases E --increases TS --decreases %EL • Increasing strain rate... --same effects as decreasing T. 26
TIME DEPENDENT DEFORMATION: CREEP • Data: Large drop in Er for T > Tg. • Stress relaxation test: (amorphous polystyrene) --strain to eo and hold. --observe decrease in stress with time. • Relaxation modulus: • Sample Tg(C) values: PE (low Mw) PE (high Mw) PVC PS PC -110 - 90 + 87 +100 +150 27
HARDNESS • Resistance to permanently indenting the surface. • Large hardness means: --resistance to plastic deformation or cracking in compression. --better wear properties. 28
DESIGN OR SAFETY FACTORS • Design uncertainties mean we do not push the limit. • Factor of safety, N Often N is between 1.2 and 4 • Ex: Calculate a diameter, d, to ensure that yield does not occur in the 1045 carbon steel rod below. Use a factor of safety of 5. 5 29
MECHANICAL FAILURE ISSUES TO ADDRESS... • How do flaws in a material initiate failure? • How is fracture resistance quantified; how do different material classes compare? • How do we estimate the stress to fracture? • How do loading rate, loading history, and temperature affect the failure stress? Computer chip-cyclic thermal loading. Hip implant-cyclic loading from walking. Ship-cyclic loading from waves. 1
MODERATELY DUCTILE FAILURE • Evolution to failure: 50 mm 50 mm • Resulting fracture surfaces (steel) 100 mm particles serve as void nucleation sites. 4
BRITTLE FRACTURE SURFACES • Intragranular (within grains) • Intergranular (between grains) 304 S. Steel (metal) 316 S. Steel (metal) 160mm 4 mm Polypropylene (polymer) Al Oxide (ceramic) 3mm 1 mm 5
IDEAL VS REAL MATERIALS TS << TS engineering materials perfect materials • Stress-strain behavior (Room T): • DaVinci (500 yrs ago!) observed... --the longer the wire, the smaller the load to fail it. • Reasons: --flaws cause premature failure. --Larger samples are more flawed! 6
FLAWS ARE STRESS CONCENTRATORS! • Elliptical hole in a plate: • Stress distrib. in front of a hole: • Stress conc. factor: • Large Kt promotes failure: 7
ENGINEERING FRACTURE DESIGN • Avoid sharp corners! 8
WHEN DOES A CRACK PROPAGATE? • rt at a crack tip is very small! • Result: crack tip stress is very large. • Crack propagates when: the tip stress is large enough to make: K ≥ Kc 9
GEOMETRY, LOAD, & MATERIAL • Condition for crack propagation: K ≥ Kc Stress Intensity Factor: --Depends on load & geometry. Fracture Toughness: --Depends on the material, temperature, environment, & rate of loading. • Values of K for some standard loads & geometries: 10
DESIGN AGAINST CRACK GROWTH K ≥ Kc • Crack growth condition: • Largest, most stressed cracks grow first! --Result 2: Design stress dictates max. flaw size. --Result 1: Max flaw size dictates design stress. 12
DESIGN EX: AIRCRAFT WING • Material has Kc = 26 MPa-m0.5 • Two designs to consider... Design B --use same material --largest flaw is 4 mm --failure stress = ? Design A --largest flaw is 9 mm --failure stress = 112 MPa • Use... • Key point: Y and Kc are the same in both designs. --Result: 112 MPa 9 mm 4 mm Answer: • Reducing flaw size pays off! 13
LOADING RATE • Increased loading rate... --increases sy and TS --decreases %EL • Why? An increased rate gives less time for disl. to move past obstacles. • Impact loading: --severe testing case --more brittle --smaller toughness 14
TEMPERATURE • Increasing temperature... --increases %EL and Kc • Ductile-to-brittle transition temperature (DBTT)... 15
DESIGN STRATEGY:STAY ABOVE THE DBTT! • Pre-WWII: The Titanic • WWII: Liberty ships • Problem: Used a type of steel with a DBTT ~ Room temp. 16
FATIGUE • Fatigue = failure under cyclic stress. • Stress varies with time. --key parameters are S and sm • Key points: Fatigue... --can cause part failure, even though smax < sc. --causes ~ 90% of mechanical engineering failures. 17
FATIGUE DESIGN PARAMETERS • Fatigue limit, Sfat: --no fatigue if S < Sfat • Sometimes, the fatigue limit is zero! 18
FATIGUE MECHANISM • Crack grows incrementally typ. 1 to 6 increase in crack length per loading cycle crack origin • Failed rotating shaft --crack grew even though Kmax < Kc --crack grows faster if • Ds increases • crack gets longer • loading freq. increases. 19
IMPROVING FATIGUE LIFE 1. Impose a compressive surface stress (to suppress surface cracks from growing) --Method 1: shot peening --Method 2: carburizing 2. Remove stress concentrators. 20
SUMMARY • Engineering materials don't reach theoretical strength. • Flaws produce stress concentrations that cause premature failure. • Sharp corners produce large stress concentrations and premature failure. • Failure type depends on T and stress: -for noncyclic s and T < 0.4Tm, failure stress decreases with: increased maximum flaw size, decreased T, increased rate of loading. -for cyclic s: cycles to fail decreases as Ds increases. -for higher T (T > 0.4Tm): time to fail decreases as s or T increases. 26
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