This paper develops a closed-form solution for the elastic flexural-torsional buckling of a laterally fixed steel circular arch that is subjected to uniform bending. The formulation makes recourse to an orthogonal rotations matrix in order to derive the finite strains and the energy equation for buc
Inelastic uniform torsion of steel members
β Scribed by A. Billinghurst; J.R.L. Williams; G. Chen; N.S. Trahair
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 611 KB
- Volume
- 42
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
This paper presents an experimental investigation of the inelastic behaviour of steel reinforced concrete (SRC) members under cyclically applied bending and torsional loading. Fourteen steel reinforced concrete members made from three structural-steel sections with di!erent cross-sectional propertie
I I Yq I(K4j)[ \* Senior Lecturer in the Civil Engineering Department of the University of Aston in Birmingham. 253 L maximum depth of the trapezoidal failure plane in plain concrete L 1 minimum depth of the trapezoidal failure plane in plain concrete Z elastic section modulus D diameter of circular
In this paper an analysis is made of the tapered I-beam in non-uniform torsion. The result of the analysis holds true for that class of I-sections having relatively high ratios of web to flange thickness. The effects of web deformation, considered by Goodier and Barton for beams of uniform cross-sec