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Virtual Work Equation, Variational Methods and Energy Principles

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Transport Phenomena in Porous Media

Abstract

In this Chapter we consider the virtual work equation of a static problem and its relationship to the variational method and energy principle.

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Notes

  1. 1.

    The continuity of ϕ gives an essential condition for ensuring the equivalence between the strong form and the weak form. We must be particularly careful of this requirement if we apply a numerical method such as the finite element method to a problem in which the continuity condition is not completely satisfied, such as a stress concentration problem at a crack tip.

  2. 2.

    Let f be a general function that is bounded ( | | f | |  < ) but may not be smooth, whereas ϕ is a sufficiently smooth function where ϕ(t)​ → ​ 0 if t​ → ​ ± . Then a generalized derivativef can be defined by

    $$\qquad \left \langle {f}^{{\prime}},\,\phi \right \rangle ={ \int\nolimits \nolimits }_{-\infty }^{\infty }{f}^{{\prime}}(t)\,\phi (t)\,dt = f(t)\,\phi (t){\Bigr |}_{ -\infty }^{\infty }-{\int\nolimits \nolimits }_{-\infty }^{\infty }f(t)\,\phi {(t)}^{{\prime}}(t)\,dt = -\left \langle f,\,{\phi }^{{\prime}}\right \rangle.$$
  3. 3.

    Sequences such as (4.56) form a basis of the function space which consists of integrable functions whose inner product is introduced by (4.58), whereas the integral is defined in the sense of Lebesgue but not of Riemann.

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© 2012 Springer-Verlag Berlin Heidelberg

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Ichikawa, Y., Selvadurai, A.P.S. (2012). Virtual Work Equation, Variational Methods and Energy Principles. In: Transport Phenomena in Porous Media. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-25333-1_4

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  • DOI: https://doi.org/10.1007/978-3-642-25333-1_4

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  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-25332-4

  • Online ISBN: 978-3-642-25333-1

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