I'd like to elaborate on a point that I made a few days ago, without sufficient explanation:
maline said:
we can easily extend this example to a fully three-dimensional one: just multiply this distribution by an arbitrary function of ##r##, defined on an interval ##R_1≤r≤R_2##, and by another arbitrary function of ##\theta## defined on ##\theta_1\leq\theta \leq\theta_2##. We may as well choose the angular function to be constant, but choosing different radial functions may be useful.
The reason I am interested in making the body three-dimensional is that I still expect that working out the stress-energy tensor will turn out to be necessary for a resolution of our paradox. If so, our one-dimensional helix model will not suffice, because our helix must support shear stress (i.e. resist bending), and this is impossible for a truly one-dimensional body.
The reason shear stress is required (unlike, for instance, the case of a rotating ring) is that our body has free endpoints. The net force on the endpoints, like that on the rest of the body, must be centripetal, in the ##-r## direction, which is perpendicular to the helix curve. Along the interior of the helix this can be provided by tensile stress, because the change in the tangent direction along the curve is indeed in the ##-r## direction. Therefore, as with a rotating ring, taking the derivative of a tensile stress of constant magnitude gives a net centripetal force. At the endpoints, however, the tensile stress must go to zero- otherwise we have a jump discontinuity in the stress which implies a delta-function of force, while the mass distribution remains finite. Even if we added point masses to absorb that force, it would cause them to accelerate in the direction tangent to the helix, ruining our rigidity. It seems clear that we should indeed let the tension go to zero at the ends, and that the centripetal force will be provided, at least near the ends, by a shear stress. In other words, a rotating ring can be replaced by a flexible wire and still retain its shape, but a rotating helix cannot- it will "unwind" under the centrifugal force.
The reason you can't have shear stress in a 1D body is that the stress tensor is symmetrical. If, for instance, the ##T^{yx}## term is nonzero then so is the ##T^{xy}## term. But in a one-dimensional body, lying along the ##x## axis, we can't have ##x##-momentum flowing in the ##y## direction- there's nowhere for it to go! Trying to calculate the total ##x##-force on any point, we would have to take a derivative in the ##y## direction. We would be stuck with the unphysical "derivative of the delta function".
The following is a bit of an aside, but here is an example of how shear stress works. Let the body lie along the ##x##- axis at ##-1\leq x\leq1##, and suppose two forces, each ##+1\hat y##, are applied at ##x=\pm 1## while a force ##-2\hat y## is applied at the origin. It is clear that the total force and total torque are both zero, so
assuming the body remains rigid, it will not move.
But momentum conservation is primarily a local law (in fact in GR, according to most formulations it's
only a local law), and we can think of each force as a constant local "input" of momentum. The rod is "absorbing" ##y##-momentum at the ends and must transport this momentum to the origin, where it is canceled by the negative force. This "flow of momentum" is (one way of looking at) stress, and the material must have strength to support it. Since the momentum being carried is not in the direction of the flow, it is shear stress rather than tensile stress. It shows up in the stress-energy tensor as a nonzero ##T^{yx}## term- a flow of ##y##-momentum in the ##x## direction. In this example it will be ##+1## for negative ##x## and ##-1## for positive ##x##. But it can't work in one dimension!
To make the shear stress possible, the body must have thickness in the ##y## direction, say ##0\leq y\leq 0.1##. At the top and bottom surfaces, we will indeed have ##T^{yx}=T^{xy}=0## to avoid jump discontinuities in the ##y## direction causing infinite ##x##-force. Within the thickness, T^{yx}=T^{xy} will be positive for negative ##x## and negative for positive ##x##.
Now let's consider the local force balance. At every point except where the forces are applied, we must have zero net force, meaning ##\frac \partial {\partial x} T^{xx} +\frac \partial {\partial y} T^{xy} =0## and ##\frac \partial {\partial x} T^{yx} +\frac \partial {\partial y} T^{yy} =0##. We do not need ##T^{yx}## to change in the ##x## direction except at ##x=0##, so we can set ##\frac \partial {\partial x} T^{yx} =\frac \partial {\partial y} T^{yy} =0##. But ##T^{yx}##, and therefore also ##T^{xy}##, does change in the ##y## direction. For negative ##x##, ##\frac \partial {\partial y} T^{xy}## is positive in the lower part of the body and negative in the upper part, and the opposite for positive ##x##. Therefore ##\frac \partial {\partial x} T^{xx}## must have the opposite sign at each point. ##T^{xx}## must vanish at the ends of the body unless outside forces are applied. So along the bottom edge, ##T^{xx}##- the tensile stress in the ##x## direction, will become more and more negative going from the ends toward the center. This stress can reach values much higher than the ##T^{yx}## term that is actually handling the force!
Sure enough, our body- let's say a wooden shelf supporting a weight that is concentrated in the center- is most likely do deform by stretching in the horizontal direction, at the point on the bottom surface directly beneath the weight. There is also an equally large positive term along the top surface, but wood is more likely to fail under tension than under compression.
Note that the maximum tension is greater the longer the shelf is, and less the thicker the shelf is, because ##x##, ##\frac \partial {\partial y} T^{xy}## is smaller. This corresponds to experience.
I also should point out that stress is usually expressed as a 3-tensor ##\sigma^{ij}##, which is basically the same as the stress-related part of the spatial terms in ##T^{\alpha \beta}##, but with opposite sign: positive for tension and negative for compression.