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Torsion

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Book cover Continuum Mechanics and Linear Elasticity

Part of the book series: Solid Mechanics and Its Applications ((SMIA,volume 238))

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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. 1.

    Recall that points in \(\mathbb {E}^3\) are identified with their position vectors—see Sect. 1.4.

  2. 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. 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. 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. 5.

    If the displacements in the cylinder are given by (7.17) and (7.18), then the initially plane cross sections perpendicular to \(\varvec{a}\) rotate rigidly about this vector and, in addition, warp so that the plane \(X_3=X_3^0\) becomes the surface \(X_3=X_3^0+\alpha \varPsi (X_1,X_2)\).

  6. 6.

    The same parametrisation of the boundary curve will apply to all transverse cross sections (\(\varSigma \)) of the cylinder.

  7. 7.

    If F(z) is analytic then \( \pm \mathrm{i}F(z)\) share the same property.

  8. 8.

    The summation convention is tacitly employed here (i ranges from 1 to N).

  9. 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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Correspondence to Ciprian D. Coman .

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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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  • DOI: https://doi.org/10.1007/978-94-024-1771-5_7

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