2009
DOI: 10.1007/s00707-009-0227-7
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Edge-wave buckling of rolled elastic strips: asymptotic results

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Cited by 13 publications
(5 citation statements)
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“…It is not difficult to see that such additional terms must have the structure already recorded in (20) but, unfortunately, the answer to the above question is negative -simply because a closed-form solution of (21) is not available. The same hurdle was encountered in a couple of recent works involving residual stresses (Coman, , 2010, where further details about the origin of this difficulty may be found. The absence of higher-order terms in (22) places some limitation on its range of accuracy, mostly because the original eigenproblems (9) and (10) depend on ' but our results do not.…”
Section: Approximations For L; ' ¼ Oð1þ and K )mentioning
confidence: 79%
“…It is not difficult to see that such additional terms must have the structure already recorded in (20) but, unfortunately, the answer to the above question is negative -simply because a closed-form solution of (21) is not available. The same hurdle was encountered in a couple of recent works involving residual stresses (Coman, , 2010, where further details about the origin of this difficulty may be found. The absence of higher-order terms in (22) places some limitation on its range of accuracy, mostly because the original eigenproblems (9) and (10) depend on ' but our results do not.…”
Section: Approximations For L; ' ¼ Oð1þ and K )mentioning
confidence: 79%
“…In general, there is no quarantee that such particular solutions will represent minimum energy configurations for the buckled web (a moot point in the work of our predecessors). We have carried out additional numerical work in which we explored the more general expression w(x, y) = f (y) sin(mπx), where m ∈ N represents the so-called axial mode number, a quantity that has to be determined as part of the solution as explained, for instance, in [5,14,29]. For the physical/geometrical parameter values used by Banichuk et al [10,11], the critical mode number is indeed m = 1.…”
Section: Discussionmentioning
confidence: 99%
“…Comparison of (2.5) with other classical buckling equations in related scenarios (e.g., [5,6]) indicates that the axial translation acts only to modify the effective tension in the plate. In this sense, identifying the critical speed at which the plate becomes unstable is entirely analogous to a study of the classical plate buckling problem.…”
Section: The Key Equationsmentioning
confidence: 93%
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“…Mathieu et al [5] made an in-depth research on the deformation of strip shape and its generation mechanism using finite element (FE) simulation. A number of works [6][7][8][9][10] have been conducted on strip shape defects in detail such as edge wave and central buckling. Peng et al [11] introduced the mechanism of shape modeling and design strategy of shape setup model (SSM).…”
Section: Introductionmentioning
confidence: 99%