2001
DOI: 10.1137/s0036141099359925
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Sequential Buckling: A Variational Analysis

Abstract: Abstract. We examine a variational problem from elastic stability theory: a thin elastic strut on an elastic foundation. The strut has infinite length, and its lateral deflection is represented by tL : lR -+ R Deformation takes place under conditions of prescribed total shortening, leading to the variational problem (0.1) Solutions of this minimization problem solve the Euler-Lagrange equationThe foundation has a nonlinear stress-strain relationship F', combining a destiffening character for small deformation … Show more

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Cited by 37 publications
(43 citation statements)
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“…More complex nonlinear elastic foundation models can be used, and have been extensively investigated in the engineering and mathematical literature ( [19], [23]) and give rise to a plethora of complex behaviour. Here however, we investigate the influence of the geometric nonlinearity in the folding process and the role of this in fold selection through a heteroclinic connection.…”
Section: Foundation Energy U Fmentioning
confidence: 99%
See 2 more Smart Citations
“…More complex nonlinear elastic foundation models can be used, and have been extensively investigated in the engineering and mathematical literature ( [19], [23]) and give rise to a plethora of complex behaviour. Here however, we investigate the influence of the geometric nonlinearity in the folding process and the role of this in fold selection through a heteroclinic connection.…”
Section: Foundation Energy U Fmentioning
confidence: 99%
“…9 (right), solutions form a heteroclinic connection in u x leading to a chevron type solution in (x, u), characterised by the expected straight limbs of slope ±v * connected by a region of large curvature over a small length-scale ≈ 1/ √ P. The phase-plane clearly shows the evolution of the small amplitude periodic solution to the near heteroclinic orbit. 23 We also include a series of calculations made with the Matlab routine bvp4c for the particular case of P = 600 and k 2 h 2 = 10000 for which 1/μ = 0.06 and it follows from the earlier analysis and formulas (80) and (82) that the saddle point occurs when z = √ 1 + u 2 = 1.0744, so that the predicted maximum value of |u | = 0.3929. In these calculations we find that the calculated maximum value of |u | = 0.3928 very close to the predicted value.…”
Section: Development Of the Chevron Foldsmentioning
confidence: 99%
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“…The function F : JR. ~ JR. is similar to the potential energy of an elastic spring; we will make assumptions on F below. We refer the reader to [14] for a detailed derivation of this model.…”
Section: An Elastic Strut On An Elastic Foundationmentioning
confidence: 99%
“…Remark 3. In [14] it was proved that as A-+ oo, solutions of (3) exhibit a form of convergence. Ifwe choose a solution U>.. for every A > 0 (note that solutions of (3) are not necessarily unique and that the set { u >..} >..>O need not be a continuum), then for any sequence An -+ oo there exists a subsequence An' such that, after an appropriate translation, uniformly on compact sets.…”
Section: An Elastic Strut On An Elastic Foundationmentioning
confidence: 99%