Lecture 3-4 Flashcards

1
Q

τ =

A

shear stress =

change in Ft / A

change in the tangential force / area

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2
Q

Pulling effect is —– stress

A

tensile

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3
Q

Pushing effect is —– stress

A

compressive

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4
Q

Tangential effect is —– stress

A

shear

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5
Q

When resolving the force equilibrium how do we intially set out the equation to prove that the stresses on both sides of the same body are equal?

A

(σ y X change in x X change in z) - (σ’ y X change in x X change in z)
+
(τ xy X change in y X change in z) - (τ’ xy X change in y X change in z)
+
(τ zy X change in x X change in y) - (τ’ zy X change in x X change in y)

= which simplifies to

(σ y - σ’ y) change in x X change in z
+
(τ xy - τ xy’) change in y X change in z
+
(τ zy - τ zy’) change in x X change in y

And as change in x/y/z tends to 0. Each σ/τ is equal to eachother

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6
Q

γ =

A

shear strain =

π / 2 - (θ’)

90 degrees intial angle - (the 90 degree angle after deformation)

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7
Q

F.S. =

A

factor of safety =

σ fail / σ allow

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8
Q

Hooke’s Law relationship between stress and strain

A

Linear relationship, directly proportional relationship

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9
Q

Poisson’s ratio states that elongation in one direction leads to….

A

a contraction in an orthogonal direction

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10
Q

ν =

A

poissons ratio =

− εy / εx

  • strain in y / strain in x
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11
Q

Torsional deformation of a circular shaft is when…. (reference radial and longitudinal lines)

A

over time and wear the whole shaft twists and the longitudinal lines (lines parallel to the shaft) become twisted. Radial lines stay straight

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12
Q

For torsional deflection what do we use instead of young’s modulus?

A

Shear modulus

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13
Q

G =

A

shear modulus =

shear stress / shear strain

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14
Q

Φ =

A

angle of twist =

T L / J G

torque force X length of bar / property of the area X shear modulus

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