Abstract
While derivation of the asymptotic theory of elastic postbuckling of structures with a distinct lowest buckling load is in principle fairly straight forward, albeit somewhat lengthy, see Chap. 19, a similar theory valid for the behavior of geometrically imperfect structures is much more complicated, and only the most important formulas
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© 2013 Springer Science+Business Media Dordrecht
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Byskov, E. (2013). Imperfection Sensitivity. In: Elementary Continuum Mechanics for Everyone. Solid Mechanics and Its Applications, vol 194. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-5766-0_20
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DOI: https://doi.org/10.1007/978-94-007-5766-0_20
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