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With the minimum total potential energy principle, the question concerning equilibrium configurations of beam systems can be formulated as minimization problems. After postulating a particular form of the potential energy for a conservatively loaded system, the calculus of variations leads to necessary and sometimes even sufficient conditions for energy-minimizing equilibrium configurations.
Introduction
Intrinsic beam theory makes use of one-dimensional generalized continua to model the mechanical behavior of three-dimensional beam-like objects. While a one-dimensional continuum corresponds to a deformable curve in space, parameterized by a single parameter, say \(s \in I \subset \mathbb {R}\), a generalized continuum is augmented by further kinematical quantities whose state depends merely on the very same parameter. Accordingly, a configuration of a beam is fully described by a set of functions {y ...
References
Antman SS (2005) Nonlinear problems of elasticity. Applied mathematical sciences, vol 107, 2nd edn. Springer, New York
Love AEH (1944) A treatise on the mathematical theory of elasticity. Dover books on engineering series. Dover Publications, New York
Steigmann DJ (1996) The variational structure of a nonlinear theory for spatial lattices. Meccanica 31(4): 441–455
Steigmann DJ, Faulkner MG (1993) Variational theory for spatial rods. J Elast 33(1):1–26
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Eugster, S.R., Steigmann, D.J. (2018). Variational Methods in the Theory of Beams and Lattices. In: Altenbach, H., Öchsner, A. (eds) Encyclopedia of Continuum Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-53605-6_176-1
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DOI: https://doi.org/10.1007/978-3-662-53605-6_176-1
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