Stress Principles Flashcards

1
Q

Cauchy’s Postulate

A

t^(n) = sigma*n

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2
Q

What is the traction vector?

A

This is the stress vector that appears over a surface that has been cut.

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3
Q

What does Cauchy’s postulate do?

A

It performs a linear mapping between the traction vector and the normal vector to a surface.

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4
Q

Equation for sigma’

A

s’ = R s R^T

Where R is the rotation matrix with unit vectors of the “primed coordinate system”

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5
Q

How to define sigma_nn and sigma_nr

A

Use cauchy’s postulate:
s_nn = t^(n).n = (s.n).n
s_nr = t^(n).r = (s.n).r = (s.r).n

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6
Q

Does the sum of the stresses add to zero?

A

Nope. Only sum of the forces adds to zero, not stresses

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7
Q

Index notation for Sigma_nn

A

s_nn =s_ij ni nj

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8
Q

Optimization equation for Sigma

A

Sn=(lambda)n

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9
Q

Characteristic equation to find principle stresses

A

L^3-I1L^2+I2L-I3=0

I1, I2, and I3 are invariants and represent the three principle stresses

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10
Q

Equations for the three invariants

A

I1 = trace (sigma) = sigma_ii

I2=Sum of the principle minors = 0.5*[(tr(sigma))^2 - tr(sigma^2)]

I3=Det(sigma)

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11
Q

Equation for shear stress in terms of normal stress

A

Tau^2 = t^(n).t^(n) - (sigma_nn)^2

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12
Q

Normal stress in octahedral coordinates

A

sigma_nn = trace(sigma)/3

This is the mean or hydrostatic component of the stress

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13
Q

Shear stress in octahedral coordinates

A

(Tau^2) = t^(oct).t^(oct) - (sigma_nn)^2

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14
Q

Von mises stress

A

Sqrt[ (s1-s2)^2 + (s1-s3)^2 + (s2-s3)^2) / 2 ]

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15
Q

Strong form of differential equation of equilibrium

A

sigma_ij,j + bi = 0

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16
Q

Weak form of differential equation of equilibrium

A

Volume integral of (sigma_ij,j + bi)dv = o