[Physics] Stress tensor in a cube with shear forces

Question

I want to calculate stress matrix in a cube with two faces parallel to x axis and perpendicular to z axis (sorry I don't know how can I put a picture in this post).

There are two force uniform distributions (that we'll indicate with p) over this two surfaces: the superior is in the x direction, the inferior in the -x direction.

So, I'll have only shear stress, and a shear-modulus $\mu$ dipendence.

We suppose uniform stress tensor in the cube, because every infinitesimal dV of medium is in statical equilibrium with +pdS force with x direction by the superior infinitesimal dV and -pdS force by the inferior infintesimal dV for 3rd Newton's law.

Remembering that any stress over a surface is $t_{ij}n{j}$, where $n_j$ is the normal versor to the surface, we must write:

$T_{ij}n_1=0$ because we haven't any force on the surfaces perpendicular to the x-axis; so the first column is composed from three 0;

$T_{ij}n_2=0$ because we haven't any force on the surfaces perpendicular to the y-axis;so the second column is composed from three 0 too;

$T_{ij}n_3=p n_1$, because we have the force-distribution p over the surfaces that are perpendicular to z axis.

$n_1$ is $\begin{pmatrix} 1 \\ 0 \\ 0 \end{pmatrix}$, $n_2$ is $\begin{pmatrix} 0 \\ 1\\ 0 \end{pmatrix}$, $n_3$ is $\begin{pmatrix} 0 \\ 0 \\ 1 \end{pmatrix}$. So the matrix $T_{ij}$ becomes:

$$\begin{pmatrix}
0 & 0 & p\\
0 & 0 & 0 \\
0 & 0 & 0 \\
\end{pmatrix}
$$

But this haven't any sense, because stress-tensor must be simmetric for conservation of angular momentum. Where is the mistake?

Answer 1

You most probably do not need an answer anymore. However I stumbled in just the same kind of inconsistency and I found this post, so this comment might help others like me. I understand this is the configuration you have in mind... very commonly used to introduce shear stress:

You are right: on the one hand, you can't have any force on a free surface (like the vertical ones on the left and right side of the cube) in a stationary configuration; on the other one you need a symmetric stress tensor otherwise you get problems with the torque of surface forces... no doubts about that... but in this way you also get a non-zero force on those vertical surfaces. Good point, it does not make any sense: I agree.

Well, today I struggled for hours trying to understand what I was not getting here and... Boy - I was kind of shocked in the beginning - the problem is in a stupid assumption, i.e. that what is show in the figure above is REALLY what happens if you pull a cube laterally from the top surface and at the same time prevent the bottom surface from sliding on the floor. The problem is that you simply won't get that nice uniform diamond-like deformation... but something quite more complicate and definitely non-uniform. So in the end the reason of the inconsistency you mention is that the "solution" in the figure is not a solution of the mechanical problem.

In particular (beam theory can help here) I would say that:

1. If you consider the bottom surface, it really has to be glued to the ground because the left edge will be pulled up and the right one will be pushed against the floor. Lateral friction is not enough to prevent the cube from rotating: try with a foam cube and you will see...

2. The bottom surface will exert a complex force profile with various components perpendicular to the ground (both positive and negative depending on the position). THIS will balance the torque of the force on the top surface if external forces just pull the top surface of the cube.

3. Obviously the strain is not at all uniform here... there must be some sort of non-trivial bending, in particular at the base of the cube.

4. Lateral surfaces are free and, you are right, they have to exert zero force! Be sure that force on those faces is indeed zero in the correct solution of this problem.

In short, once you properly glue the bottom of the cube to the floor, you can expect something more similar to what visible here

rather than in the picture above.

It is just funny that sketches like the one above are so widely used to explain shear stress. I think it is kind of risky and can lead to inconsistencies and (legitimate) doubts in students, I wonder how many persons are aware.

I have to say that some texts indicate the presence of vertical external forces also on those two lateral surfaces (then it all works and the uniform deformation above is correct)... but more often this is neglected.