Continuum Mechanics

Part 3 · Theory of stress

3.4 The balance equations

Source: Carboni’s notes for lesson 7, Lemma, teorema fondamentale, equazioni di bilancio, pp. 7–14

Objectives

  1. Theorem. Cauchy’s equation of motion, , from the balance of a small box.
  2. Theorem. The balance of angular momentum makes the Cauchy stress tensor symmetric.
  3. Recipe. The same two results from the integral balance over any part of the body, with the divergence theorem.
  4. Recipe. Check equilibrium of a stress field, or find the body force that keeps it in equilibrium.

The stress tensor so far describes one point. Neighbouring points must fit together: a piece of the body is in motion (or at rest) under the forces of its neighbours and the body force. Newton’s laws for every small piece give field equations for . Lesson 7 derives them twice, on a small box and on any part of the body.

Here is a point of the current configuration, , with components , and is the acceleration.

Balance of linear momentum on a box

Take a small box in with one corner at and edges : Forces (the notes draw the cube, L7 p. 7):

  • on the three faces through the outward normal is , so by the lemma the force is ;
  • on the three opposite faces, at , the outward normal is and the force is , with (no sum on );
  • the body force .
Theorem 3.4.1Cauchy’s equation of motionnotes L7, pp. 7–9

that is, in components,

Proof

Newton’s second law for the box: (The mass of the box is constant, which is why the derivative only acts on .)

Expand each to first order (Taylor): Substitute. Each cancels against the of its expansion, leaving Every is ; divide by it. For the components, , so and the dot product with gives the three scalar equations.

Written out (L7 p. 13):

Key observation 3.4.2derivatives along the rows

The derivatives run along each row of : equation differentiates row , entry by . The vector with these three components is the divergence of the stress, (with the convention of The problem in the current configuration). In a body at rest, and these are the equilibrium equations (beyond the lectures).

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Figure 3.4.1 The box of the proof, in the plane, in a stress field that varies from point to point. The arrows are the forces on its four faces. Opposite faces almost cancel; what is left, per unit volume, is the divergence of (readout), whatever the size of the box. It is what the body force and the inertia must balance.
Warningslips in the notes
  • p. 7: is written ; it is . And lacks the : , as p. 9 has it. The label on the left face of the cube reads ; it is .
  • p. 8: the time derivative is written ; it is . The third expansion is written ; it is , which is what the next lines use.
  • p. 9: the component form is written , which pairs the wrong indices. It is , summed over and . The scalar equations that follow are right.

Balance of angular momentum

Theorem 3.4.3symmetry of the Cauchy stressnotes L7, pp. 10–11

The Cauchy stress tensor is symmetric. Shear stresses on two orthogonal faces are equal: , , .

Proof

Take moments about the corner at . The moments that survive at the lowest order are those of the forces on the far faces, with arm : The body force and the momentum act at the centre, arm : their moments are an arm times , fourth order, and drop out against the third-order face terms. (Beyond the lectures: the faces through also have moments, since their forces act at the face centres, off . Each is third order, but it pairs with the in-plane part of the arm of the opposite face: equal arms, forces and that differ by . The pair is fourth order.)

So, with , Expand : The second bracket is fourth order. What remains is . With : using , , and . Each bracket vanishes.

Key observation 3.4.4where the symmetry comes from

The symmetry rests on Cauchy’s second postulate (Definition 3.2.2): with couples per unit area, the moment balance would have one more term and need not be symmetric. So a stress tensor has only six independent components.

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Figure 3.4.2 What symmetry prevents. Here the stress is uniform but with , which no real stress can have. The forces cancel, but the moment per unit volume does not shrink with the box: an infinitesimal box would spin up infinitely fast. Set the asymmetry to zero.
Warningslips in the notes

p. 11: the and terms of the expansion have their signs flipped, and ; since each bracket must vanish, the conclusion is the same. The boxed expansion writes the increment as ; it is .

The integral form

“Another way of imposing the balance of linear and angular momentum” (L7 p. 12): instead of a small box, take any part of the body, with boundary and outward normal .

Theorem 3.4.5balance laws in integral formnotes L7, pp. 12–14

for every part imply, at every point, Cauchy’s equation of motion and .

Proof

Linear momentum. By Cauchy–Poisson, . By the divergence theorem (a surface integral of a field dotted with the outward normal is the volume integral of its divergence), Substitute: This holds for every part , so (if the integrand is continuous) the integrand is zero at every point: if it were not zero somewhere, a small ball around that point would give a non-zero integral. That is Cauchy’s equation of motion.

Angular momentum. With and the divergence theorem, using the product rule and . Substitute: The second integral is zero by the linear momentum equation. The first must vanish for every , so and , as in Theorem 3.4.3.

Warningslips in the notes

p. 14: the derivative inside the volume integral is written ; it is , summed with the of the surface integral. The last integral of the expansion, and the struck-out integral after “Sostituiamo”, lack (and the second its domain ). The sign in the first line is an “=” with a stray stroke through it.

Exercises

Exercise 3.4.1

In a body at rest, . Is the angular balance satisfied? Which body force keeps the body in equilibrium? Evaluate it at , with the stress vector on the face with normal there.

Solution
  • is symmetric: the angular balance holds.
  • Rows: ; ; .
  • With : ; at , .
  • = column 2 of at : . Normal part (tension), shear .
Exercise 3.4.2

Can be the stress in a body? Why?

Solution

No: but , so is not symmetric (except on the plane ), and the balance of angular momentum fails.

Exercise 3.4.3

A column of height stands under its own weight, with pointing up and its weight per unit volume. Try (only ). Find if the top, , is free.

Solution

The body force is . The third equilibrium equation: , so , using (no force on a free top face). It is negative, compression, growing linearly towards the base, where it is : each section carries the weight above it. (Here is the matrix with a single 1 in position .)