Abstract
A simple example of anti-plane problem has already been discussed in some detail earlier in Chap. 5 (Example 5.2, as well as Exercises 5.11 and 5.12). We now consider a more elaborate anti-plane situation related to the torsional deformation of long and slender cylinders. Our treatment relies on the displacement formulation of the problem (based on the Navier–Lamé system) together with a semi-inverse approach. It is possible to give a more direct solution to the torsion problem by circumventing the need for ‘guessing’ the form of the displacement field. Such a treatment was first reported in the literature by the Italian engineer R. Baldacci (1957), who used the Beltrami–Michell equations as the starting point in his analysis; an expanded version of his original solution can be found in Baldacci (Scienza delle Costruzioni, 1983) [1] (pp. 200–238). L. Solomon (Élasticité Lineaire, 1968) [2] has also pursued a similar direct route, albeit his work was partly based on the use of complex variables (see pp. 140–183 of his book).
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Notes
- 1.
Recall that points in \(\mathbb {E}^3\) are identified with their position vectors—see Sect. 1.4.
- 2.
It is tacitly assumed in this equation that an origin has been chosen in \(\varSigma \), relative to which we measure \(\varvec{X}_{\perp }\); this choice and the effect it has on the various quantities of interest (stresses, displacements, and so on) will be taken up at length in Sect. 7.6.
- 3.
Note that \(\alpha =\mathrm {d}\theta /\mathrm {d}X_3\), so it represents the rate of change of \(\theta \) along the \(X_3\)-axis, i.e. along the cylinder axis.
- 4.
As this equation is linear in \(\varvec{a}\) and the outward unit normal on \(\varSigma ^{-}\) is parallel to (\(-\varvec{a}\)), the other equation in (7.5d) does not give any new information.
- 5.
- 6.
The same parametrisation of the boundary curve will apply to all transverse cross sections (\(\varSigma \)) of the cylinder.
- 7.
If F(z) is analytic then \( \pm \mathrm{i}F(z)\) share the same property.
- 8.
The summation convention is tacitly employed here (i ranges from 1 to N).
- 9.
The fact that there exists a maximum of \(\varphi \) in \(\varSigma \cup \partial \varSigma \) is a direct consequence of the boundedness assumption on \(\varSigma \) and the continuity of \(\varphi \).
Bibliography
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Coman, C.D. (2020). Torsion. In: Continuum Mechanics and Linear Elasticity. Solid Mechanics and Its Applications, vol 238. Springer, Dordrecht. https://doi.org/10.1007/978-94-024-1771-5_7
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