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The Kelvin Problem

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Elasticity for Geotechnicians

Part of the book series: Solid Mechanics and Its Applications ((SMIA,volume 204))

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Abstract

Lord Kelvin (William Thompson, 1824–1907) solved the problem that was later named after him in 1848. The problem consists in finding the equilibrium state of a linearly elastic, isotropic material body occupying the whole space and being subject to a point load.

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Notes

  1. 1.

    An exposition of Kelvin’s solution tailored after Love’s [2] is found in the Appendix, Sect. A.6.

  2. 2.

    Consistent with definition (1.19), here \(\left[ \!\left[ \varPsi \right] \!\right] :=\varPsi ^+-\varPsi ^-\) denotes the jump of the field \(\varPsi \) at a suture plane, in terms of the limits \(\varPsi ^\pm \) of \(\varPsi \) when the point of interest is attained from one or the other part of that plane.

  3. 3.

    We also see from (2.47) that, under the same circumstances, for the stored energy to stay finite the volume changes must become smaller and smaller as \(\nu \) approaches \(1/2\).

  4. 4.

    Needless to say, the same developments follow by an application of definition (2.2)\(_{2}\) to the field (6.1). Recall that each symmetric tensor \({\varvec{A}}\) can be additively split into uniquely defined deviatoric and spheric parts:

    $$\begin{aligned} {\varvec{A}}=\mathrm{dev }\,{\varvec{A}}+\mathrm{sph }\,{\varvec{A}},\quad \mathrm{sph }\,{\varvec{A}}:=\frac{1}{3}\mathrm{tr }\,{\varvec{A}},\;\;\mathrm{dev }\,{\varvec{A}}:={\varvec{A}}-\mathrm{sph }\,{\varvec{A}}. \end{aligned}$$
  5. 5.

    More about internal constraint in linear elasticity is found in [3], Chapter III, Sections 17 and 18.

  6. 6.

    Alternative terminological choices are ‘power’ (or ‘power expenditure’) for ‘working’ and ‘virtual’ for ‘test’; an alternative version of the italicized sentence above would read: the stress power equals the load power for whatever virtual velocity field.

References

  1. Favata A (2012) On the Kelvin problem. J Elast 109:189–204

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  2. Love AEH (1927) A treatise on the mathematical theory of elasticity. Cambridge University Press, Cambridge

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  3. Podio-Guidugli P (2000) A primer in elasticity. Kluwer, Dordrecht

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  4. Podio-Guidugli P (2004) Examples of concentrated contact interactions in simple bodies. J Elast 75:167–186

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  5. Sokolnikoff IS (1956) Mathematical theory of elasticity. McGraw-Hill, New York

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  6. Thompson W, (Lord Kelvin), (1848) Note on the integration of the equations of equilibrium of an elastic solid. Cambr Dubl Math J 3:87–89

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Podio-Guidugli, P., Favata, A. (2014). The Kelvin Problem. In: Elasticity for Geotechnicians. Solid Mechanics and Its Applications, vol 204. Springer, Cham. https://doi.org/10.1007/978-3-319-01258-2_6

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  • DOI: https://doi.org/10.1007/978-3-319-01258-2_6

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-01257-5

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