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Overview of Mechanical Testing

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Title: Properties of Metals Author: Margie Pinnell Last modified by: brandon wingeier Created Date: 8/22/1999 9:49:56 AM Document presentation format – PowerPoint PPT presentation

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Title: Overview of Mechanical Testing


1
Overview of Mechanical Testing
2
The Role of Testing
  • Material test data typically used for
  • Design/construction of new mechanical or
    structural elements
  • Control of established processes
  • Material development
  • Scientific knowledge (i.e., understanding how
    certain factors affect materials)
  • Others?????
  • Engineers must have a general understanding of
  • Common test methods for material properties
  • What constitutes a valid test
  • Applicability of data / limitations of tests

3
Types of material testing
  • Commercial testing
  • Concerned mostly with checking acceptability of
    materials under purchase specs
  • Standard procedures are used
  • Objective to determine if properties of material
    or part fall within required limits
  • Materials research testing
  • To obtain a new understanding of known materials
  • Characterize properties of new materials
  • Develop new or refine existing test standards or
    material quality standards
  • Scientific testing
  • Provide data to support development/verification
    of models, analyses, etc.

4
Types of Tests
  • Destructive
  • Involve breaking or damaging the sample
  • Not applicable for finished parts
  • Examples, tensile testing, hardness testing,
    fatigue testing
  • Non destructive
  • Do not damage the sample
  • Often used for quality control
  • Examples, proof testing, radiography,
    microhardness testing
  • Structural tests done on components or
    structures
  • Coupon tests done on small samples of material
  • Field tests
  • Testing done on location (such as flight line,
    construction site, etc)
  • Typically have lower precision than laboratory
    tests
  • May better represent actual use environment
  • Laboratory tests
  • Tests done in laboratory using load frames and
    other specialized equipment under controlled
    conditions
  • Typically more expensive and complicated than
    field tests
  • Usually have greater precision than field tests.

5
Significance of Tests
  • Concepts of properties/ testing of materials is
    oversimplified (many assumptions)
  • Properties measured by tests affected by test
    conditions, method of testing, quality of test
    samples, quality of test equipment, etc.
  • Uncertainties in data
  • Those associated with material properties due to
    manufacturing, processing
  • Those associated with level and type of loading
    and actual service/environmental conditions
  • Significance of test measured by precision
  • Reliability - within lab variability
  • Reproducibility between lab variability
  • Accuracy of test closeness to true value
  • a test can be precise, but not accurate

6
Materials Properties
  • Mechanical
  • Microstructure Sensitive
  • Describe how a material responds to an applied
    force
  • Physical
  • Microstructure Insensitive
  • Describes a materials response to an applied
    field or chemical

7
Stress conditions
  • Fundamental stress conditions describe mechanical
    behavior features of components and assemblies
  • Axial tension or compression
  • Bending, shear or torsion
  • Internal/external pressure
  • Stress concentrations and localized contact
    loads.

8
Tensile Loading
  • Axial tensile loading
  • s F/A
  • Design such that sapp lt s failure
  • Where s failurecan be
  • su (UTS) if fracture is criterion for failure
  • Ductile material UTS stress where necking
    occurs
  • Brittle material UTS stress where material
    breaks
  • so (yield strength) if permanent deformation is
    criterion for failure

F
9
Stiffness in Tension
  • Elastic deformation governed by stiffness
  • D L e L
  • e strain
  • L length of bar
  • n et/el Poissons ratio
  • In the elastic range of deformation
  • s E e
  • E elastic modulus
  • Can be considered a physical property because it
    is fundamentally related to bond strength, not
    affected much by microstructure
  • Can vary with direction if material has
    anisotropic structure
  • Design of stiffness critical applications
  • D L FL/AE lt d
  • d design limit change in length

10
Load cell
  • Strain gages mounted on precision machined alloy
    steel elements
  • Load cell mounted such that specimen is in direct
    contact with load cell or indirectly loaded
    through the machine crosshead, table, columns of
    load frame
  • Calibrated to provide specific voltage output
    signal when a certain force is detected
  • Can be used in tension or compression and
    available with variety of temperature
    compensation capabilities

Source www.inston.com
11
Clip on extensometer
  • Attached to test sample
  • Measures elongation or strain as load is applied
  • Typically have fixed gage lengths (0. in 2 in,
    etc.)
  • Used to measure axial strain, available to
    measure transverse strain to determine reduction
    in width or diameter

Source ASM Mechanical Testing and Eval Handbook
12
Tensile Testing - Engineering Stress Strain Curve
13
Tensile Testing - Engineering Stress vs. Strain
Curve
  • Yield Point
  • yield strength stress at which slip becomes
    noticeable and significant - transition between
    elastic and plastic deformation, s y (lb/in2)
  • yield strain strain at which slip becomes
    noticeable and significant, e y (in/in or )
  • Offset yield strength (0.2 or 0.002 common)
    stress at which material changes from elastic to
    plastic is not always well defined, therefore
    define an offset yield strength
  • Ultimate Tensile Strength (UTS) Stress at
    highest applied force
  • Breaking Strength stress at which fracture
    occurs
  • Modulus Slope of elastic portion of stress vs
    strain curve, E (lb/in2)
  • Resilience
  • area under stress strain curve in elastic region
  • indicates amount of energy a material can absorb
    in elastic range
  • Toughness
  • area under stress strain curve
  • usually associated with shock or impact loadings
  • Elongation ((lf-lo)/lo) x 100, lf gage
    length at failure, lo initial gage length
  • Reduction In Area ((Ao-Af)/Ao) x 100, Ao
    original area Affinal area

14
Askeland, Phule The Science and Engineering of
Materials
15
Tensile Testing - Failure Modes
  • Ductile Failure
  • Cup cone fracture
  • Dimpled failure surface
  • Significant plastic deformation
  • Has necked or localized deformation region
  • Brittle Failure
  • Flat fracture
  • Cleavage(radial lines) failure surface
  • Little to no plastic deformation
  • Does not have necked region

16
Compression loading
  • Isotropic materials
  • suc equal to suT
  • Anisotropic materials
  • suc not equal to suT
  • Buckling may preceed other forms of failure
  • sb (p 2 E I)/(L2 A)
  • I moment of inertia of cross section of bar

17
Dynamic Properties
  • Impact Loading/Impact loading occurs if time
    duration is less than the natural period of
    vibration of part or structure
  • Depends on material parameters and geometric
    factors
  • Design stress, s V (Em/Al)o.5
  • V velocity of mass, m
  • A, l cross-sectional area and length of bar
  • E elastic modulus
  • Impact tests
  • Charpy, Izod, Hopkinson bar, Others
  • Factors that affect data
  • loading rate
  • faster gt less energy, higher transition
    temperature
  • slower gt more energy, lower transition
    temperature
  • specimen size and configuration
  • smaller energies might be required to break
    thicker samples
  • notch configuration
  • Impact data should be used comparatively
  • materials screening
  • not appropriate for design data
  • Temperature

18
Transition temperature
  • Temp at which a material changes from ductile to
    brittle
  • BCC metals have distinct transition temp
  • FCC metals do not have distinct transition temp.

19
Impact Tests
Brittle Material
  • Impact Resistance
  • matls ability to withstand a sudden intense,
    blow
  • Toughness
  • provides a measure of impact resistance
  • ability of matl to absorb energy prior to
    failure
  • area under true stress - true strain curve
  • low toughness
  • clean break
  • brittle material
  • little to no plastic deformation
  • high toughness
  • significant plastic deformation
  • ductile material

True stress, psi
True strain, in/in
Ductile Material
True stress, psi
True strain, in/in
20
Impact Tests -Charpy and Izod
  • Heavy pendulum of mass, m, is dropped from a
    height, ho.
  • Pendulum swings through arc, strikes and breaks
    specimen, rebounds to height of hf.
  • Energy dissipated via elastic, plastic
    deformation and fracture
  • Potential Energy difference (ft-lb or Joules)
    read from impact tester.
  • Charpy
  • Izod

Pendulum
Specimen (10 x 10 x 55 mm)
Notch
Pendulum
Specimen (10 x 10 x 75 mm)
21
Impact Tests - Izod and Charpy
  • Potential Energy Difference
  • D U U1 -U2 mg (ho-hf)
  • Where
  • D U potential energy difference
  • m mass of pendulum
  • g gravity
  • h0 drop height
  • hf rebound height
  • 1 ft -lb 1.356 joules

1
2
ho
hf
22
Hardness Testing
  • Not a fundamental property
  • Provides quick, easy, cheap indication and
    comparative information regarding material's
    strength
  • Used as quality control technique
  • Widely used for steels
  • Many different types of hardness tests
  • Macrohardness
  • Brinell, Rockwell, etc.
  • Destructive test
  • Microhardness
  • Vickers, Knoop, etc.
  • Non destructive test

23
Macrohardness Testing - Brinell
  • Steel or tungsten carbide ball (10 mm dia)
    pressed against material
  • Load of 500, 1500 or 3000 kg applied for 5 - 10
    seconds
  • Diameter of indention measured using microscope
  • BHN P/ ((P D/2) x (D - (D2 - d2)1/2))
  • Where
  • P applied load kg
  • D diameter of ball mm
  • d diameter of resultant penetration mm
  • BHN Brinell Hardness Number (Pa)
  • Advantages
  • measure hardness over large area, indifferent to
    small scale variations in structure
  • simple and easy to conduct
  • used a lot for steels and irons.
  • Hardness Strength Relationship (for steels using
    3000 kg load)
  • UTS (MPa) 3.5 HB
  • UTS (psi) 500 HB

P
D
d
24
Macrohardness Testing - Rockwell
  • Indenter pressed on surface of material with a
    minor load, then major load
  • Difference in depth or penetration automatically
    measured gt HR
  • Indenter Types and Scales
  • Superficial Hardness
  • Rockwell test conducted using light loads
  • Produces shallow indentions
  • Useful for evaluating surface treatments and thin
    materials

P 0
P minor load
P major load
25
Rockwell TestingDisadvantages and Advantages
  • Limitations
  • not useful for matls lt 1/16 in thick
  • not useful for matls with rough surfaces
  • not useful for non-homogeneous materials (e.g.
    gray cast iron)
  • composition and structure can greatly influence
    results
  • Advantages
  • provides direct hardness reading in a single
    step
  • quick, easy to use
  • provides for relatively small indentions that can
    be easily concealed or removed via finishing.

26
Hardness Testing - Miscellaneous Methods
  • Vickers
  • Knoop
  • Sceleroscope
  • diamond tipped indentor or hammer enclosed in a
    glass tube
  • hardness related to rebound of indentor
  • Mohs
  • scratch resistance
  • Durometer
  • measures hardness of rubbers, plastics and
    similar soft and elastic materials.

27
Hardness Testing Precautions
  • Location
  • should be at least two indenter diameters from
    specimen edge
  • Thickness
  • should be at least ten times the depth of
    penetration
  • Successive indentions
  • should be far enough apart to not allow
    indentions to interact
  • Resultant Penetration Size
  • should be large enough to give a representative
    hardness value for the bulk material
  • Surface Prep
  • not critical for Brinell
  • somewhat important for Rockwell
  • very important for tests having small indenter
    size (smaller the indenter size the more surface
    prep is required)
  • polishing surface provides more accurate results.

28
Bending
  • Normal stress distribution in bending
  • s Mb Z/I
  • s stress in bending
  • Mb bending moment
  • Z measured from neutral axis
  • I moment of inertia

29
Bend Test For Brittle Materials
30
Shear Loading
  • Translational mode of loading
  • Shear stress acting on shear plane
  • t F / As
  • As total area of shear planes
  • F transmitted load
  • Can extend shear strength of material from
    tension test via
  • to s0 / (3)0.5
  • Linear shear (translational shear) affected
    significantly by microstructural anisotropy and
    can require specialized tests

31
Stress Concentrations
  • Irregular geometries gt stress concentrations
  • Fillet
  • Radii
  • Notches
  • Holes
  • Simple relation for stress concentrations
  • s max kt s a (1 2a/b) s a
  • kt stress concentration factor
  • a dimensions of geometric irregularity
    perpendicular to hole
  • b dimensions of geometric irregularity parallel
    to hole
  • Small cracks perpendicular to load, a gtgt b
  • Variety of kt developed through extensive
    experimentation and analysis

32
Fracture Toughness
  • All materials contain flaws or defects
  • material defects (pores, cracks inclusions)
  • manufacturing defects (machining tool marks, arc
    strikes, contact damage)
  • design defects (abrupt section changes,
    excessively small fillet radii, holes)
  • Fractures initiate at defects
  • Defects have sharp geometries (a gtgt b) gt high
    localized stresses gt catastrophic failure
  • Unsteady crack growth occurs when elastic energy
    released by growth of defect exceeds energy
    required to form crack surfaces.
  • Design equation for stable crack growth
  • K Y s (p a ) 0.5 lt Kc
  • K stress intensity factor
  • Y factor depending on geometry of crack
    relative to geometry of part
  • s applied stress
  • A crack length (defect size)
  • Kc critical value fracture toughness of
    material

33
Fatigue
  • Materials under cyclic stress undergo progressive
    damage which lowers resistance to fracture
  • Fatigue failures count for 90 of all mechanical
    failures
  • Fatigue caused by simultaneous action of cyclic
    stress, tensile stress, plastic strain.
  • Plastic strain resulting from cyclic stress
    initiates crack, tensile stress promotes crack
    growth
  • Fatigue cracks typically initiate near or at
    defects that lie on or near the surface.

34
Fatigue testing
  • Stressed based fatigue testing
  • Fatigue endurance limit se lower stress limit
    of S-N curve for which fracture does not occur
    10 7 cycles
  • Does not exist for all materials
  • Greatly affected by
  • Presence of stress risers (small surface cracks,
    machining cracks, surface gouges)
  • Operating temperature (increase in temp gt drop
    in fatigue resistance)
  • Environment (humidity, atmosphere, interaction
    with cycle frequency)
  • slow frequency - environment has more time to
    react
  • higher frequency - environment has less time to
    react
  • Residual Stresses (compressive residual stresses
    gt increase fatigue life)
  • Strain based fatigue testing
  • Cycles to failure measured and plotted versus
    strain
  • Very useful in determining conditions for
    initiation fatigue
  • Used in designs where a major portion of the
    total life is exhausted in crack initiation phase
    of fatigue.
  • Fatigue crack growth rates are measured under
    conditions of cyclic stress intensity (DK) at
    subcritical levels (K lt Kc)

35
Fatigue Failure
Beach or clamshell markings Formed when load is
changed during service or when loading is
intermittent Striations finer marks associated
with position of crack tip after each cycle.
36
Creep
  • Higher temp s app lt s ys gt cavitation, creep
    elongation and rupture of material
  • Tensile test subjected to constant load within
    high temp environment and measure elongation with
    time gt creep curve
  • Creep rate rate of elongation in second stage,
    de/dt
  • Time to rupture total elapsed time
  • For design s f is the creep rupture strength

37
Creep - Microstructural Mechanism
  • Dislocation Climb
  • Movement of dislocation perpendicular to its slip
    plane by diffusion of atoms to or from the
    dislocation line
  • Dislocations escape from lattice imperfections,
    continue to slip and causes additional
    deformation of specimen even at low applied
    stress
  • Diffusion controlled phenomenon (therefore occurs
    more quickly at higher temperatures)
  • Arrhenius Relationship - Creep Rate
  • creep rate K s n exp (Q c / R T)
  • Where
  • R gas constant
  • T temp, K
  • c, K, n material constants
  • Q Activation energy related to self diffusion
    when dislocation climb is important

38
Stress Corrosion Cracking (SCC)
  • Combination of applied stress plus corrosive
    environment gt corrosion of part that would
    normally be resistant to corrosion
  • Stress may be result of residual stresses
  • Occurs for select metal environment pairs only
    such as
  • High strength Al alloys in NaCl, seawater, water
    vapor
  • Cu alloys (including brass) in ammonia, mercury
    salt solutions, amines, water
  • Low carbon steel in NaOH, Nitrate solutions,
    acidic Hydrogen sulfide, seawater
  • 400 and 300 series stainless steels in various
    environments
  • etc,.

39
Physical Properties
  • Thermal Properties
  • heat capacity
  • thermal conductivity
  • thermal expansion
  • Electrical conductivity
  • Magnetic Response
  • Weight
  • Density
  • Melting/Boiling Point
  • Optical Properties
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