UNRESTRAINED OUT-OF-PLANE BUCKLING OF MONOSYMMETRIC RINGS.

Jinguang Teng; J. M. Rotter

UNRESTRAINED OUT-OF-PLANE BUCKLING OF MONOSYMMETRIC RINGS.

Research output: Chapter in book / Conference proceeding › Chapter in an edited book (as author) › Academic research › peer-review

Abstract

Rings which are loaded by a uniformly distributed radial inward load may buckle out of the plane of the ring. This paper is concerned with out-of-plane buckling of rings of monosymmetric section with the axis of symmetry oriented radially. It is assumed that there are no restraints against buckling displacements. A new solution to the problem is derived and compared extensively with existing analytical solutions and finite element analysis. All the existing solutions are shown to be either limited in application or in error. The new solution compares well with finite element analyses, provided there is no distortion of the cross-section.

Original language	English
Title of host publication	Res Rep Univ Sydney Sch Civ Min Eng
Edition	R536
Publication status	Published - 1 Dec 1986
Externally published	Yes

ASJC Scopus subject areas

Engineering(all)

Cite this

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N2 - Rings which are loaded by a uniformly distributed radial inward load may buckle out of the plane of the ring. This paper is concerned with out-of-plane buckling of rings of monosymmetric section with the axis of symmetry oriented radially. It is assumed that there are no restraints against buckling displacements. A new solution to the problem is derived and compared extensively with existing analytical solutions and finite element analysis. All the existing solutions are shown to be either limited in application or in error. The new solution compares well with finite element analyses, provided there is no distortion of the cross-section.

AB - Rings which are loaded by a uniformly distributed radial inward load may buckle out of the plane of the ring. This paper is concerned with out-of-plane buckling of rings of monosymmetric section with the axis of symmetry oriented radially. It is assumed that there are no restraints against buckling displacements. A new solution to the problem is derived and compared extensively with existing analytical solutions and finite element analysis. All the existing solutions are shown to be either limited in application or in error. The new solution compares well with finite element analyses, provided there is no distortion of the cross-section.

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M3 - Chapter in an edited book (as author)

BT - Res Rep Univ Sydney Sch Civ Min Eng

ER -

UNRESTRAINED OUT-OF-PLANE BUCKLING OF MONOSYMMETRIC RINGS.

Abstract

ASJC Scopus subject areas

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