Materials Flashcards

1
Q

Density

A

“Mass per unit of volume” in kgm-3

Density = Mass/Volume

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2
Q

Pressure

A

“Force per unit of area” Pa = kgm-1s-2

Pressure = force/area

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3
Q

Laminar flow

A

Occurs when there is no crossing of layers and no sudden changes in velocity. Velocity at a point is constant

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4
Q

Turbulent flow

A

Occurs when there is a crossing of layers, sudden changes in velocity and eddies form. Velocity at a point is not constant

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5
Q

Stokes’ Law

A

F = 6(Pi)(Eta)rv

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6
Q

Viscous Drag

A

The frictional force due to a fluids viscosity
Rate of flow of a fluid = Volume/time m3s-1
Flow rate = Area x Length / time
Flow rate = Area x Speed

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7
Q

Viscous Drag

A

Always opposes the dirictin of motion and increases as the object speeds up
Weight = Upthust + Viscous Drag for sinking
Upthust = Weight + Viscous Drag for rising

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8
Q

Upthrust

A

The upward force exerted on an objectimmersed in fluid
U = VoPfg
Upthrust = Volume of the object x Density of the fluid x gravity

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9
Q

Archemedes’ Principle

A

“The upthrust acting on an object immersed in a fluid is equal to the weight of the fluid displaced”

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10
Q

Terminal velocity

A

The maximum falling velocity when an object’s two upwards forces match the downwards weight

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11
Q

Hooke’s Law

A

“The force, F, applied to a material is directly proportional to the chane in length of the material, Δx”
F = KΔx (N)
Object that follow’s Hooke’s Law: Metal Spring

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12
Q

Force-Extension Graph

A

y axis: Force / N
x axis: Extension / m
Straight line through the origin
Gradient = Spring Constant (K) / Nm-1

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13
Q

Elastic Energy

A

Elastic energy = 0.5FΔx
Elastic energy = 0.5KΔx^2
Elasti energy = 0.5(Spring constant)(Extension)^2

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14
Q

Limit of proportionality

A

This is the point beyond which force and extesion are no longer proportional
(The end of the straight line that obeys Hooke’s Law on a graph)

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15
Q

Elastic limit

A

The point beyond which permanent deformation occurs and so the material does not return to it’s origional length when the force is removed

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16
Q

Yeild point

A

A larger increase in extension occurs here, for a small increase in force

17
Q

Tensile Stress (σ)

A

The ratio of tensile force to cross-sectional area. Allows us to compare materials ability to hold tensile forces. Nm-2 = Pa
σ = F/A
Stress = Force/Cross-Sectional Area

18
Q

Tensile force

A

An applied force that causes tension in the material often causing an extension

19
Q

Tensile Strain (ε)

A

An extension per unit length. Allows us to compare how different materials deform
ε = Δx/x
Strain = Change in length/Origional length

20
Q

Young Modulus

A

The mesure of elasticity of a material. (E) It is a ratio of Stress to Strain
E = σ/ε => Young Modulus = Stress/Strain
E = Fx/AΔx

21
Q

Ultimate Tensile Strength

A

The maximum stress required to break the material

22
Q

Stiffness

A

An objects ability to withstand tensile forces

23
Q

Toughness

A

A materials ability to withstand impact forces and absorb a lot of energy before breaking

24
Q

Brittleness

A

A material’s tendency to fracture under stress

25
Q

Hardness

A

A materials ability to resist scratching

26
Q

Stress-Strain graph

A

Gradient of the linear section - Young’s Modulus
Limit of proportionality - Object follows Hooke’s law up to this point, end of linear section
Elastic limit - Up to this point the wire will return to its origional state, just past the the limit of proportionality
Yeild point - Where we begin to see a large increase in strain for a small amount of stress
Ultimate tensile strength - Peak point of the graph
Area under the graph = Strain energy density

27
Q

Elastic deformation

A

Deformation that returns to its original stae when released

28
Q

Plastic deformation

A

Produces a permanent deformation and arises because the material has been loaded beyond its elastic limit.