Elastic Deformation Flashcards

1
Q

Definition of a force.

A

Influence in a body that causes it to accelerate.

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2
Q

What are the conditions for a body to be at equilibrium?

A

The vector sum of the forces acting on it must be zero.
The body must have a constant momentum.
The sum of the components of the forces must also be zero in any given direction.

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3
Q

What is the extra condition of static equilibrium?

A

There must be no torque caused by the lines of actions of the forces.

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4
Q

Definition of a torque/moment.

A

The product of a force and its perpendicular distance to the point of turning.

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5
Q

What does a free body diagram show?

A

The isolated body and all the forces acting upon it.

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6
Q

What to look out for on free body diagrams?

A

The lines of actions of each force, if it’s not through the CoM then a torque could be caused.

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7
Q

Conditions for equilibrium.

A

Vector sum of forces is zero

Vector sum of moments at any point is zero.

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8
Q

Sketch shear force and bending moment diagram for 3 point bend applied force P.

A

Check

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9
Q

Sketch shear force and bending moment diagram for 4 point bend for two applied forces P.

A

Check

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10
Q

For stress, what are the letters of the double suffix.

A

First letter is direction of applied force

Second letter in the direction of the normal to the surface.

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11
Q

Derive the equations for normal and shear stresses for a rotated set of axes within a square of material.

A

Check derivation

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12
Q

Derive the Mohr’s circle stress equations.

A

Check derivation.

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13
Q

What are the axes in Mohr’s circle?

A

Normal on horizontal

Shear on vertical

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14
Q

How are rotations by an angle θ in real space represented on Mohr’s circle?

A

Real θ equates to 2θ on the circle.

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15
Q

What is the principle shear stress on Mohr’s circle?

A

The maximum value of normal stress.

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16
Q

What do the letters on a displacement gradient tensor show, double suffix?

A

The first is the direction of displacement

The second is the direction of the original length.

17
Q

Define engineering strains.

A

Check

18
Q

Define tensor strains.

A

Check

19
Q

When are engineering strains used?

A

For relationships with elastic constants such as YM and SM.

20
Q

When are tensor shear strains used?

A

Useful when considering transformations of reference axes.

Mohr’s circle

21
Q

What directions are positive and negative on Mohr’s circle?

A

If a clockwise rotation is caused it is positive, if an anticlockwise rotation is caused then negative.

22
Q

Equations for Poisson’s ratio

A

Check

23
Q

State the equations that form the basis of Hooke’s law

A

Check Leonard-Jones and VdW

24
Q

Hooke’s Law equations incorperating Poisson’s ratio for isotropic materials.

A

Check

25
Q

State both shear modulus equations

A

Check

26
Q

Derive the link between shear modulus and YM

A

Check derivation

27
Q

Equations for spring and dashpot.

A

Check

28
Q

Derive Maxwell model of viscoelasticity

A

Check derivation

29
Q

Derive the Voigt or Kelvin model of viscelasticity

A

Check derivation

30
Q

Derive the standard linear model for viscoelasticity (Zener model)

A

Check derivation

31
Q

Derive the stresses in a thin spherical pressure vessel.

A

Check

32
Q

Derive the stresses in a thin cylindrical pressure vessel

A

Check

33
Q

Equations for torsion of a thin walled cylinder

A

Check

34
Q

Derive the equation for torsion of a solid rod.

A

Check

35
Q

Derive the equations for stress and strain in a beam under bending

A

Check

36
Q

Equation for total bending moment in bent beam.

A

Check

37
Q

Derive the equation relating normal stress to moment of inertia and YM

A

Check