Introduction to Materials Science and Engineering

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Presentation transcript:

Introduction to Materials Science and Engineering Chapter 8: Mechanical Failure Textbook Chapter 10: Failure

Content Introduction Fracture: Fundamentals Fracture Mechanics Impact Fracture Fatigue and Creep

Failure: examples Fractured T-2 tanker, the S.S. Schenectady, which failed in 1941. Brittle fracture & crack propagated around its girth.

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? Ship-cyclic loading from waves. Computer chip-cyclic thermal loading. Hip implant-cyclic loading from walking. Adapted from chapter-opening photograph, Chapter 8, Callister 7e. (by Neil Boenzi, The New York Times.) Adapted from Fig. 22.30(b), Callister 7e. (Fig. 22.30(b) is courtesy of National Semiconductor Corporation.) Adapted from Fig. 22.26(b), Callister 7e.

Failure Modes need to understand various failure modes and mechanisms, e.g. fracture, fatigue, creep. Fracture is the separation of a body into two or more pieces in response to an imposed stress that is static and at temperatures that are relatively low to the melting temperature of the material.

Content Introduction Fracture: Fundamentals Fracture Mechanics Impact Fracture Fatigue and Creep

Classification: Large Moderate Small Very Ductile Moderately Brittle Fracture behavior: Adapted from Fig. 8.1, Callister 7e. Ductile: warning before fracture (occurs with plastic deformation) Brittle: sudden failure (Little or no plastic deformation, Catastrophic) • Ductile fracture is usually desirable!

Strain-Stress Curve • Stress-strain behavior (Room T): TS << TS engineering materials perfect s e E/10 E/100 0.1 perfect mat’l-no flaws carefully produced glass fiber typical ceramic typical strengthened metal typical polymer

Example: Failure of a Pipe • Ductile failure: --one piece --large deformation • Brittle failure: --many pieces --small deformation Figures from V.J. Colangelo and F.A. Heiser, Analysis of Metallurgical Failures (2nd ed.), Fig. 4.1(a) and (b), p. 66 John Wiley and Sons, Inc., 1987. Used with permission.

Moderately Ductile Failure • Evolution to failure: necking s void nucleation void growth and linkage shearing at surface fracture  Moderately ductile: most common, moderate necking before fracture.  Stages: i) microvoid formation, ii) microvoid coalescence leading to “micro crack” formation iii) rapid crack propagation at about 45° to tensile axis (max)).  Cup and Cone fracture.

Moderately Ductile Failure • Evolution to failure: void nucleation void growth and linkage shearing at surface necking s fracture • Resulting fracture surfaces (steel) 50 mm particles serve as void nucleation sites. From V.J. Colangelo and F.A. Heiser, Analysis of Metallurgical Failures (2nd ed.), Fig. 11.28, p. 294, John Wiley and Sons, Inc., 1987. (Orig. source: P. Thornton, J. Mater. Sci., Vol. 6, 1971, pp. 347-56.) 100 mm Fracture surface of tire cord wire loaded in tension. Courtesy of F. Roehrig, CC Technologies, Dublin, OH. Used with permission.

Ductile vs. Brittle Failure cup-and-cone fracture brittle fracture

Brittle Fracture Surfaces • Intragranular (within grains) • Intergranular (between grains) 304 S. Steel (metal) Reprinted w/permission from "Metals Handbook", 9th ed, Fig. 633, p. 650. Copyright 1985, ASM International, Materials Park, OH. (Micrograph by J.R. Keiser and A.R. Olsen, Oak Ridge National Lab.) 316 S. Steel (metal) Reprinted w/ permission from "Metals Handbook", 9th ed, Fig. 650, p. 357. Copyright 1985, ASM International, Materials Park, OH. (Micrograph by D.R. Diercks, Argonne National Lab.) 160 mm 4 mm Polypropylene (polymer) Reprinted w/ permission from R.W. Hertzberg, "Defor-mation and Fracture Mechanics of Engineering Materials", (4th ed.) Fig. 7.35(d), p. 303, John Wiley and Sons, Inc., 1996. Al Oxide (ceramic) Reprinted w/ permission from "Failure Analysis of Brittle Materials", p. 78. Copyright 1990, The American Ceramic Society, Westerville, OH. (Micrograph by R.M. Gruver and H. Kirchner.) 3 mm 1 mm

Flaws • DaVinci (500 yrs ago!) observed... TS << TS -- the longer the wire, the smaller the load for failure. • Reasons: -- flaws cause premature failure. -- Larger samples contain more flaws! Reprinted w/ permission from R.W. Hertzberg, "Deformation and Fracture Mechanics of Engineering Materials", (4th ed.) Fig. 7.4. John Wiley and Sons, Inc., 1996. TS << TS engineering materials perfect s e E/10 E/100 0.1 perfect mat’l-no flaws carefully produced glass fiber typical ceramic typical strengthened metal typical polymer

Flaws are Stress Concentrators! Results from crack propagation Griffith Crack where t = radius of curvature so = applied stress sm = stress at crack tip Kt = stress concentration factor t Stress concentrated at crack tip

Concentration of Stress at Crack Tip

Engineering Fracture Design • Avoid sharp corners! s r/h sharper fillet radius increasing w/h 0.5 1.0 1.5 2.0 2.5 Stress Conc. Factor, K t s max o = r , fillet radius w h o s max Adapted from Fig. 8.2W(c), Callister 6e. (Fig. 8.2W(c) is from G.H. Neugebauer, Prod. Eng. (NY), Vol. 14, pp. 82-87 1943.)

Crack Propagation Cracks propagate due to sharpness of crack tip - A plastic material deforms at the tip, “blunting” the crack. deformed region brittle Energy balance on the crack - Elastic strain energy- energy stored in material as it is elastically deformed this energy is released when the crack propagates creation of new surfaces requires energy plastic

When Does a Crack Propagate? Critical stress required for crack propagation, sc where E = modulus of elasticity s = specific surface energy a = one half length of internal crack Kc = sc/s0 For ductile => replace gs by gs + gp where gp is plastic deformation energy i.e., sm > sc or Kt > Kc

Fracture Toughness 0.5 ) (MPa · m K 참고자료 Ic Graphite/ Ceramics/ Semicond Metals/ Alloys Composites/ fibers Polymers 5 K Ic (MPa · m 0.5 ) 1 Mg alloys Al alloys Ti alloys Steels Si crystal Glass - soda Concrete Si carbide PC 6 0.7 2 4 3 10 <100> <111> Diamond PVC PP Polyester PS PET C-C (|| fibers) 0.6 7 100 Al oxide Si nitride C/C ( fibers) Al/Al oxide(sf) Al oxid/SiC(w) Al oxid/ZrO (p) Si nitr/SiC(w) Glass/SiC(w) Y O /ZrO Based on data in Table B5, Callister 7e. Composite reinforcement geometry is: f = fibers; sf = short fibers; w = whiskers; p = particles. Addition data as noted (vol. fraction of reinforcement): 1. (55vol%) ASM Handbook, Vol. 21, ASM Int., Materials Park, OH (2001) p. 606. 2. (55 vol%) Courtesy J. Cornie, MMC, Inc., Waltham, MA. 3. (30 vol%) P.F. Becher et al., Fracture Mechanics of Ceramics, Vol. 7, Plenum Press (1986). pp. 61-73. 4. Courtesy CoorsTek, Golden, CO. 5. (30 vol%) S.T. Buljan et al., "Development of Ceramic Matrix Composites for Application in Technology for Advanced Engines Program", ORNL/Sub/85-22011/2, ORNL, 1992. 6. (20vol%) F.D. Gace et al., Ceram. Eng. Sci. Proc., Vol. 7 (1986) pp. 978-82.

Design Against Crack Growth Crack growth condition: Kc fracture toughness – measure of materials resistance to brittle fracture K ≥ Kc = Y: dimensionless parameter sc: critical stress for crack propagation • Largest, most stressed cracks grow first! --Result 1: Max. flaw size dictates design stress. s amax no fracture --Result 2: Design stress dictates max. flaw size. amax s no fracture

Design Example: Aircraft Wing • Material has Kc = 26 MPa-m0.5 • Two designs to consider... Design A --largest flaw is 9 mm --failure stress = 112 MPa Design B --use same material --largest flaw is 4 mm --failure stress = ? • Use... • Key point: Y and Kc are the same in both designs. 9 mm 112 MPa 4 mm --Result: Answer: • Reducing flaw size pays off!

Loading Rate s e • Increasing loading rate... -- increases sy and TS -- decreases %EL • Why? An increased rate gives less time for dislocations to move past obstacles. s e sy TS larger smaller

Impact Testing • Impact loading: -- severe testing case -- makes material more brittle -- decreases toughness (Charpy) final height initial height Adapted from Fig. 8.12(b), Callister 7e. (Fig. 8.12(b) is adapted from H.W. Hayden, W.G. Moffatt, and J. Wulff, The Structure and Properties of Materials, Vol. III, Mechanical Behavior, John Wiley and Sons, Inc. (1965) p. 13.)

Temperature • Ductile-to-Brittle Transition Temperature (DBTT): • Increasing temperature... --increases %EL and Kc • Ductile-to-Brittle Transition Temperature (DBTT): Related to the temperature dependence of the measured impact energy absorption BCC metals (e.g., iron at T < 914°C): low strength steels Impact Energy Temperature High strength materials ( s y > E/150) polymers More Ductile Brittle Ductile-to-brittle transition temperature FCC metals (e.g., Cu, Ni) Adapted from Fig. 8.15, Callister 7e. The transition temperature is sensitive to the microstructure and alloy composition. -> Decrease grain size in steels -> Reduce carbon contents

Fracture Surface brittle ductile granular (shiny) texture or cleavage character ductile fibrous or dull shear character

Design Strategy: Stay Above The DBTT! • Pre-WWII: The Titanic • WWII: Liberty ships Reprinted w/ permission from R.W. Hertzberg, "Deformation and Fracture Mechanics of Engineering Materials", (4th ed.) Fig. 7.1(a), p. 262, John Wiley and Sons, Inc., 1996. (Orig. source: Dr. Robert D. Ballard, The Discovery of the Titanic.) Reprinted w/ permission from R.W. Hertzberg, "Deformation and Fracture Mechanics of Engineering Materials", (4th ed.) Fig. 7.1(b), p. 262, John Wiley and Sons, Inc., 1996. (Orig. source: Earl R. Parker, "Behavior of Engineering Structures", Nat. Acad. Sci., Nat. Res. Council, John Wiley and Sons, Inc., NY, 1957.) • Problem: Used a type of steel with a DBTT ~ Room temp.

Fatigue • Fatigue = failure under cyclic stress. max min time m S • Fatigue = failure under cyclic stress. tension on bottom compression on top counter motor flex coupling specimen bearing • Stress varies with time. -- key parameters are s, sm, and frequency --can cause failure, even though smax < sc. --causes ~ 90% of mechanical engineering failures.

Fatigue Design Parameters • Fatigue limit, Sfat: --no fatigue if S < Sfat Sfat Case for steel (typ.) N = Cycles to failure 10 3 5 7 9 unsafe safe S = stress amplitude • Sometimes, the fatigue limit is zero! Case for Al (typ.) N = Cycles to failure 10 3 5 7 9 unsafe safe S = stress amplitude

Fatigue Mechanism • Crack grows incrementally • Failed rotating shaft 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 as • crack gets longer • loading freq. increases. Adapted from Fig. 8.21, Callister 7e. (Fig. 8.21 is from D.J. Wulpi, Understanding How Components Fail, American Society for Metals, Materials Park, OH, 1985.)

Improving Fatigue Life N = Cycles to failure moderate tensile s m Larger tensile S = stress amplitude near zero or compressive Increasing m 1. Impose a compressive surface stress (to suppress surface cracks from growing) --Method 1: shot peening put surface into compression shot --Method 2: carburizing C-rich gas 2. Remove stress concentrators. bad better

What is Creep? Creep is the time-dependent strain that occurs in all materials at constant stress. In metals and ceramics, creep becomes noticeable when the temperature reaches about 1/3 to 1/2 the melting temperature. In polymers, creep becomes noticeable when the temperature approaches the glass-transition temp. Creep and Stress relaxation: Equally important and closely related. Creep experiments are easier to conduct.

Basic Creep Mechanism  Creep deformation response to a fixed load When an external stress applied, equilibrium requires that the internal force equals the external force at each instant. When the body reaches the initial strain rate, the internal force required to maintain that strain at a fixed value starts to decrease or relax (Stress relaxation). In order to maintain a balance between the internal and the applied external forces, the material undergoes further strain which cause the internal force to increase back to the applied external force level.  Stress relaxation response to a fixed strain, i.e., fixed shape The internal force is related to the readjustment of the atoms or molecules caused by an enforced change in the shape of the body, i.e., a deformation. The atom or molecules can readjust to the most favorable internal configurations, gradually producing lower stress.

General Features Sample deformation at a constant stress (s) vs. time s,e t Primary Creep: slope (creep rate) decreases with time. Secondary Creep: steady-state i.e., constant slope. Tertiary Creep: slope (creep rate) increases with time, i.e. acceleration of rate.

Temperature Effect • Occurs at elevated temperature, T > 0.4 Tm tertiary primary secondary elastic

Secondary Creep • Strain rate is constant at a given T, s -- strain hardening is balanced by recovery stress exponent (material parameter) activation energy for creep (material parameter) strain rate material const. applied stress • Strain rate increases for higher T, s 10 2 4 -2 -1 1 Steady state creep rate (%/1000hr) e s Stress (MPa) 427°C 538 °C 649

Creep Failure • Failure: along grain boundaries. • Estimate rupture time S-590 Iron, T = 800°C, s = 20 ksi GB cavities L(10 3 K-log hr) Stress, ksi 100 10 1 12 20 24 28 16 data for S-590 Iron applied stress From V.J. Colangelo and F.A. Heiser, Analysis of Metallurgical Failures (2nd ed.), Fig. 4.32, p. 87, John Wiley and Sons, Inc., 1987. (Orig. source: Pergamon Press, Inc.) 1073K Ans: tr = 233 hr 24x103 K-log hr • Time to rupture, tr temperature function of applied stress time to failure (rupture)

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.