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Introducing and Classifying Materials
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State that materials can be classified into groups according to similarities in
their microstructures and properties.
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Explain that several classifications are recognized but that no single
classification is “perfect”.
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State that materials are classified into groups:
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timber - natural wood or composite (plywood)
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metals - ferrous (iron or iron alloys) or nonferrous
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ceramics - earthenware, porcelain, and stoneware
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plastics - thermoplastics or thermosets
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textile fibers - natural or synthetic
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food - vegetable or animal origin
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composites - fiber glass, carbon fiber
Properties of Materials (4h)
Physical Properties
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Define the physical properties of:
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Explain a design context where each of the properties above is an
important consideration.
- Define stress
and explain how it is different from pressure although both use the same
units.
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Stress = (force) /
(unit of area) at any given point inside an object
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Pressure = (force) / (unit of area)
applied to the outside surface of an object
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Pressure is an external load. Stress is an
internal condition resulting from external loads of forces and pressures.
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Define strain: the ratio of a change in dimension to the
original value of that dimension.
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Mechanical Properties
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tensile strength - the amount of tensile stress a
material can withstand before failure
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yield stress - max stress before
permanent deformation
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ultimate tensile stress - max
stress before catastrophic failure
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rupture stress - max stress at
catastrophic failure
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stiffness -
modulus of elasticity or Young's modulus
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toughness -
resistance to abrasion and
cutting. Work
required to make a material fail catastrophically. Tough materials are
generally not brittle.
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ductility -
ability to extrude
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malleability - ability to shape
plastically. Note: the IB syllabus
makes a special point to make a distinction between ductility and
malleability. For all practical purposes. ductile materials are also
malleable.
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Explain a design context
where each of the above properties is an important consideration.
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Draw and describe a stress/strain
graph (see at right)
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elastic
region
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yield stress
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plastic
flow region
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ultimate stress (UTS).
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Explain the relationship of the 2 most common
structural members (beams and columns).
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Beams : horizontal
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Columns: vertical
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Explain how both modulus of elasticity and
moment of inertia are related to stiffness.
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Modulus of elasticity
or
Young’s modulus
(a material property) - directly proportional to stiffness
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Area Moment of inertia (a design property)
- directly proportional to stiffness
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Calculate the Young’s modulus of a material.
(Young’s modulus)
=
stress / strain
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Calculate area moment of inertia for a beam with
a rectangular cross section.
- I 0 = (bh3) /
12
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- where:
- I 0 = Area Moment of Inertial
for a rectangular cross section of a beam
- b = width
- h = height in the direction of the load
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Define elastic stability (the tendency of a
structure to resist buckling) and state why it is an important consideration
in design.
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Give examples of elastic instability.
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External pressure applied to a plastic soft
drink bottle's exterior
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Long thin columns
Aesthetic characteristics
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Outline the characteristics
of taste, smell, appearance, texture and color.
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Explain a design context
where each of the above characteristics are an
important consideration.
The IB Properties/Materials Matrix
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Explain how all the groups
and sub-groups of materials shown above can be
organized into a properties/materials matrix
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Explain the relative values
of the properties in the IB properties/materials
matrix.
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