Stability analysis of bars elastically restrained from rotation along their entire length

I. Hegedus, L. Kollar

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

The paper deals with the buckling of elastically restrained straight bars. It treats two cases: first when the buckling of the bar is restrained by distributed moments which are proportional to the rotation (slope) of the axis, and, second, when the bar is connected to another bar which is capable of shearing deformation only and whose displacements perpendicular to its axis are equal to those of the bar investigated. The paper shows that the effect on buckling of the two kinds of constraint is the same, and, further, that the calculation of the critical load of the restrained bar can be simply reduced to that of a bar without constraint.

Original languageEnglish
Pages (from-to)59-67
Number of pages9
JournalActa Technica (Budapest)
Volume101
Issue number1
Publication statusPublished - 1988

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Buckling
Shearing

ASJC Scopus subject areas

  • Engineering(all)

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Stability analysis of bars elastically restrained from rotation along their entire length. / Hegedus, I.; Kollar, L.

In: Acta Technica (Budapest), Vol. 101, No. 1, 1988, p. 59-67.

Research output: Contribution to journalArticle

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