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some of the things made possible/impacted by materials science. ... nucleus = housefly on center. Engineering Innovation |Materials. business. II. some chemistry ... – PowerPoint PPT presentation

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Title: Lecture outline


1
materials
  • Lecture outline
  • Introduction to materials
  • Solids
  • Form
  • Bonding
  • Hookes Law.stress, strain
  • Elasticity
  • Material Strength
  • Strength testing

How does processing influence structure? Why is
this important???? This will influence material
properties.and ultimately performance
2
materials
some of the things made possible/impacted by
materials science.
3
what is structure? what is the basis of
structure?? a little chemistry is required at
this point.
4
business
  • II. some chemistry
  • A. protons, neutrons electrons ? atom
  • what are atoms?
  • smallest subunit of an element
  • 2. protons neutrons ? nucleus
  • 3. electron cloud
  • of protons determines identity
  • electrons protons (neutral)
  • Electrons arranged in shells
  • Electrons are the basis of materials properties

__________________________
________
_____
_______
atom stadium nucleus housefly on center
5
business
  • II. some chemistry
  • atoms
  • 8. All atoms of a given element are identical
  • 9. Atoms of different elements have different
    masses
  • 10. a compound is a specific combination of atoms
    of gt1 element
  • 11. in a chemical reaction, atoms are neither
    created nor destroyed only change partners to
    produce new substances

________
______
6
business
  • II. some chemistry
  • atoms
  • 12. Can we see them?
  • Yes
  • electron microscopy or scanning probe microscopy

Xe on Ni
Xe on Ni
Au surface
Au surface
http//www.almaden.ibm.com/vis/stm/gallery.html
7
business
  • II. some chemistry
  • atoms
  • 13. What can they do?
  • a. form bonds with other similar atoms
    elemental substances (molecules, metals, network
    solids)
  • b. form bonds with atoms of other elements to
    make compounds

sciences quest for simplicity.. various
combinations of the 100 elements make up all
matter on earth
http//www.almaden.ibm.com/vis/stm/gallery.html
8
materials
  • III. what holds the atoms in a crystal/ceramic/pol
    myer/elastomer together?........primary bonds
  • Covalent bonding
  • Two or more atoms share electrons
  • Strong and rigid
  • Found in organics and sometimes ceramics
  • Strongly directional
  • E.g.methane CH4
  • C has 4 valence electrons H has 1
  • Elemental solids e.g. diamond
  • Can be strong (diamond)
  • Can be weak (Bi)

___________________
________________
9
materials
  • III. what holds the atoms in a crystal/ceramic/pol
    myer/elastomer together?........ primary bonds
  • ionic bonding
  • Metal and non-metal
  • Metal gives up valence electron(s) to non-metal
  • Result is all atoms have a stable
    configurationalso an electrical charge
  • E.g. NaCl-
  • metal becomes ly charged (cation) non-metal
    becomes ly charges (anion)
  • Electrostatic attraction
  • Omnidirectional
  • Close-packed

___________________
10
materials
  • III. what holds the atoms in a crystal/ceramic/pol
    myer/elastomer together?........primary bonds
  • C. metallic bonding
  • Hold metals and alloys together
  • Enables dense packing of atoms reason why
    metals are heavy
  • Valence electrons (1, 2 or at most 3) not bound
    to a particular atom
  • Free to drift throughout the entire material
    sea of electrons
  • Nonvalence electrons atomic nuclei ion core
    (net charge)
  • Good conductors of electrons heat

___________________
11
materials
  • III. what holds molecules together?........seconda
    ry bonds
  • 2ndry bonds are physical bonds and are weaker
    than what weve just talked about
  • A. Hydrogen bonds
  • Intermolecular attraction in which a H atom
    bonded to a small, electronegative atom (N, O or
    F)is attracted to lone pair of electrons on
    another N, O or F
  • Weak
  • Due to charge distribution on molecule
  • Often seen in organic compounds

___________________
___________________
12
materials
  • III. what holds molecules together?........seconda
    ry bonds
  • B. Van der Waals forces
  • Again, interactions are much weaker (10kJ/mol)
    as compared to chemical bonds (100kJ/mol)
  • Forces arising from surface differences across
    molecules
  • Gecko feet microscopic branched elastic hairs
    on toes which take advantage of these
    atomic-scale attractive forces to grip and
    support heavy loads

___________________
Autumn et al. PNAS 2002, 99, 12252
13
materials

Takes a fictional superhero to bring nanotech to
the under 5s
14
Higher potential energy
Energy difference
Lower potential energy
15
materials
  • IV. structure
  • What do I mean by structure?
  • Structure is related to the arrangement of a
    materials components
  • This could be on any length scale
  • Atomic, nano-, micro-, macro-
  • All of these length scales matter
  • Types of carbon (literally just carbon)

Carbon nanotubes
Diamond
Graphite
C60 - Fullerene
16
materials
  • V. properties
  • A material trait in terms of the kind and
    magnitude of response to an imposed stimulus
  • e.g. sample subjected to force will experience
    deformation
  • A polished metal surface will reflect light
  • Categories of properties
  • Mechanical, electrical, thermal, magnetic,
    optical deteriorative
  • Each has a characteristic stimulus provoking a
    response
  • mechanical properties relate deformation to an
    applied load or force
  • mechanical properties include elastic modulus,
    strength
  • Electrical properties (conductivity) respond to
    an electric field
  • what causes differences in properties of
    materials???

______
17
materials
  • Many properties of a material are consequence of
  • Identity of atoms that comprise them
  • Spatial arrangement of those atoms
  • Interactions between atoms
  • atomic structure and bonding are important

18
materials
  • Material properties

19
materials
Same material aluminum oxide. Depending on
structure (which is influenced by processing)
materials are transparent, translucent, opaque
20
materials
  • VI. Solid materials
  • Classification
  • Crystals
  • molecules attracted to one another try to cohere
    in a systematic way, minimizing volume (dense
    materials)
  • stiff yet ductile (capable of large amounts of
    deformation without fracture)
  • Glasses/ceramics
  • materials whose high viscosity at liquid/solid
    point prevents crystallization amorphous
  • E.g. porcelain, SiO2, glass, cement
  • Stiff, strong, hard BUT very brittle and
    susceptible to fracture
  • insulators
  • Polymers
  • materials built up of long chains of simple
    molecular structures plastics and living things
  • Low densities
  • Extremely ductile, pliable can be formed into
    complex shapes
  • Soften/decompose at high T
  • Elastomers
  • long-chain polymers which fold or coil e.g.
    artificial rubber
  • Totally elastic due to cross-linking

21
materials
  • solid materials
  • Elastomers

Elastic deformation Partial uncoiling,
straightening elongation
Unstressed Amorphous Twisted, kinked, coiled
Removal of stress..spring back
silly putty smash
silly putty pull
22
materials
  • VII. mechanical properties
  • Lets think about spaghetti
  • How easy is to break it by pulling (tension)?
  • Is thicker spaghetti easier or harder to break by
    pulling?
  • Theory says that force needed increases with
    cross sectional area
  • How easily will it buckle if you compress the
    ends?
  • Depends on force, material strength, length and
    thickness of spag
  • A longer piece buckles easier than a shorter
    piece
  • Thinner piece buckles easier than a thicker piece
  • How easily will it bend if you push
    perpendicular?
  • Is it tension, compression?
  • Deflection depends on force, material strength,
    length of span, area of spaghetti
  • Larger force, larger deflection
  • For a given force, longer pieces bend easier
  • For a given force, thin pieces bend easier

spaghetti crop
23
materials
  • VII. mechanical properties
  • How do engineers figure in the picture?
  • 2 concepts stress and strain
  • structural engineers determine stress/strain
    distributions in objects subjected to
    well-defined loads (beams in bridges)
  • materials/metallurgical engineers produce
    materials that will have the desired mechanical
    properties

___________________
24
materials
  • VII. mechanical properties
  • first need to define stress and strain
  • 1. stress is related to the force or load
    applied to a material
  • a. stress ? force/original area
  • b. from figure ? F/A0 (units?)
  • F newton kg m / s2
  • ? F/A0 N/m2
  • pascal N/m2
  • MPa 106 Pa, GPa 109 Pa
  • from figure ? F/A0 Pa or F/A0 x 10-6
    MPa

____?____
__?__
25
materials
  • VII. mechanical properties
  • first need to define stress and strain
  • strain is related to the response of the material
    to the applied force
  • a. strain e change in length over original
    length ?l/l0
  • b. strain is unitless but m/m (or in/in) may be
    used
  • strain can be expressed as a
  • c. 2 types elastic plastic
    strain/deformation,
  • (i) elastic strain exists only while stress is
    applied
  • elasticity
  • (ii) plastic strain does not disappear upon
    removal of
  • stress plasticity

____?____
___?___
26
materials
  • VII. mechanical properties
  • C. compression stress/strain test
  • 1. force is now in the opposite direction
  • compressive force taken to be negative ? negative
    stress
  • since l0 gt li, ? negative strain
  • tensile tests are easier to perform
  • very little additional information from
    compressive tests
  • compressive tests more useful if
  • (i) materials behavior under large and permanent
    (plastic) strain is needed
  • (ii) material is brittle

____?____
__?__
27
materials
  • mechanical properties
  • End up with a stress-strain curve
  • 1. provides huge amount of information about
    material properties

28
materials
  • mechanical properties
  • End up with a stress-strain curve
  • 2. Initial part of curve is especially
    interesting..

Yield strength
Yield strength Load required to go
from elastic-plastic deformation
29
materials
  • mechanical properties
  • E. Hookes Law and Youngs modulus, E
  • 1. stress (?) and strain (e) are proportional
    under certain conditions (low stress)
  • a. ? eelE Hookes Law
  • b. E - Youngs modulus, modulus of elasticity,
    stiffness, resistance to elastic deformation (GPa
    or psi)
  • c. physical meaning of E being large?
  • higher E implies greater stiffness

____?____
_?__
Material range of E Metal 45 400
GPa Ceramics 60 500 GPa Polymers 0.01 4
GPa Spaghetti 4.8 GPa
_____?_____
30
materials
  • mechanical properties
  • microscopic description of elastic deformation
  • 1. strain manifests as small changes in
    interatomic spacing of bonds
  • 2. E is a measure of resistance to separation
    of adjacent atoms/ions/ molecules (i.e. it is
    related to bonding forces)

_______?_______
Or differences in E are due to differences in
bonding! In other works microscopic (bonding)
determines macroscopic (E) Also as T increases,
E generally decreases
___?___
31
materials
  • mechanical properties
  • G. Youngs modulus, E for different materials
  • 1. Values of E for ceramics are similar to
    metals for polymers E is lower
  • Why?
  • 5. As temperature increases, E diminishes

_?__
32
2. mechanical properties of materials
materials
  • mechanical properties
  • H. tensile strength (TS)
  • maximum load / initial area
  • a. TS is the stress value at the maximum of
    the s-s curve, point M
  • b. corresponds to maximum stress sustainable
    by a structure in tension
  • c. if this stress is maintained, fracture will
    result
  • d. All deformation so far is uniform
    throughout speciman
  • 2. at point M, neck formation occurs
  • 3. stress is concentrated at M
  • 4. fracture ultimately occurs at F

__?__
__?__
youtube.com
33
2. mechanical properties of materials
materials
  • mechanical properties
  • I. ductility and elongation
  • ductility is the degree of plastic deformation at
    (prior to) failure
  • low or no ductility brittle
  • ductility is quantified as elongation, EL
  • (i)
  • lf length at fracture
  • l0 initial length

__?__
youtube.com
34
materials
  • VIII. Material strength
  • Tensile strength
  • How hard does something need to be pulled to
    break material bonds
  • Some examples
  • Steel piano wire 450,000 psi
  • Aluminum 10,000 psi
  • Concrete 600 psi
  • Compression strength
  • Materials fail in compression in many ways
    depending on geometry, support
  • Buckling hollow cylinders e.g. tin can
  • Bending long rod or panel
  • Shattering heavily loaded glass
  • Yield strength
  • Load required to cross line from elastic to
    plastic deformation
  • Ultimate tensile strength
  • Maximum possible load without failure

35
materials
  • IX. Material testing
  • A. Tensile strength most common method
  • 1. apply stress uniaxially along sample
  • continually increase force on ends
  • perform test until fracture (sample breaks)
  • measure force vs. sample elongation
  • tensile testing machine elongates specimen at a
    constant rate
  • applied load and resulting elongations are
    continuously and simultaneously measured

steel 1018 stress-strain
36
2. mechanical properties of materials
materials
  • IX. Material testing
  • Aside..
  • 1. in stress-strain plots it appears that
    stress is decreasing between
  • M and F
  • 2. it is not decreasing.any ideas what is
    happening?
  • 3. cross-sectional area is decreasing in the
    necking region
  • 4. results in a reduction in the load-bearing
    capacity of specimen

youtube.com
37
materials
  • IX. Material testing
  • B. Euler buckling load, Pc
  • P load (MLT-2)
  • I moment of inertia (L4)
  • E Youngs modulus (ML-1T2)
  • L length (L)
  • 4 variables, 3 primitive dimensions 1
    dimensionless group

38
materials
  • Material testing
  • What if the material is very brittle.can we do a
    tensile test?
  • Tensile tests cant easily be done on
    ceramics/brittle material because
  • Difficult to prepare and test samples with
    required geometry
  • Difficult to grip brittle materials without
    fracturing them
  • Ceramics fail very quickly (0.1 strain)
  • Transverse bending test is more usually employed

39
materials
  • Material testing
  • C. bending

40
materials
  • Material testing
  • Bending
  • At point of loading, top surface is in
    compression and bottom surface is in tension
  • Stress is computed from specimen thickness, the
    bending moment, and the moment of inertia of
    cross-section

41
materials
  • Material testing

minimizing moments of inertia to increase rates
of rotation
42
materials
  • Material testing
  • Compressive strength
  • whats going to happen a beam (spaghetti) under
    compression?
  • Will fail by crushing or buckling, depending on
    material and L/d
  • Crushing atomic bonds begin to fail, inducing
    increased local stresses, which causes more bonds
    to fail
  • Buckling complicated as there are many modes
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