Failure of Columns Laterally Supported on One Flange

Author: Horne, M R;Ajmani, Jagdish Lal

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Failure of Columns Laterally Supported on One Flange

Tag
Author
Horne, M R;Ajmani, Jagdish Lal
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Horne, M R;Ajmani, Jagdish Lal

Citation

The Structural Engineer, Volume 50, Issue 9, 1972

Date published

N/A

Author

Horne, M R;Ajmani, Jagdish Lal

Citation

The Structural Engineer, Volume 50, Issue 9, 1972

Price

Standard: £10 + VAT
Members/Subscribers: Free

Seventeen tests on columns, supported laterally by side-rails on one flange and subjected to axial load in the presence of either uniform or linearly varying moments about the major axis have been conducted to study the behaviour of such columns in the inelastic and postbuckling range. The results have been compared with criteria which have been derived for fhe formation of plastic hinges in such columns.

Michael Rex Horne and Jagdish Lal Ajmani

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 9

Related Resources & Events

The Structural Engineer
<h4>The President 1972-73</h4>

The President 1972-73

Mr. Kenneth Severn, MC, MA(Cantab), CEng, FIStructE, FlCE will take office as President of the Institution on 5 October next and will deliver his Presidential Address at an Ordinary Meeting at 6 pm that evening at 11 Upper Belgrave Street, London.

Price – £10
The Structural Engineer
<h4>Synopsis Bending of Thin Elastic Plates and Complex Variable Theory by by Evelina A. Marinelli and P</h4>

Synopsis Bending of Thin Elastic Plates and Complex Variable Theory by by Evelina A. Marinelli and P

Finding the exact solution of boundary and eigenvalue problems in the case where the boundary configuration is not natural to one of the common co-ordinate systems for which the governing partial differential equation can be solved by the standard method of separation of variables is, in general, out of the question. Approximate methods such as finite differences, finite elements, collocation, etc. must be used. It has been shown by several authors that the conformal mapping technique provides a suitable approach for analysing bending, buckling and vibration problems of thin elastic plates.

Price – £10
The Structural Engineer
<h4>Local Buckling in Continuous Composite Beams</h4>

Local Buckling in Continuous Composite Beams

Continuous composite beams can only be designed by simple plastic theory if the hinges at the supports have adequate rotation capacity. This is often controlled by local buckling of the webs and flanges. Tests to determine the effect of local buckling on the rotation capacity of composite beams under negative bending are described, Comparisons are made with limiting web and flange slenderness ratios currently used in steel design both in Great Britain and in North America. It is found that some of the existing regulations can be applied to composite beams, but that others may be unsafe, for both steel and composite beams. Alternative rules are proposed. J. Jay Climenhaga and R. Paul Johnson

Author – Climenhaga, J Jay;Johnson, R P
Price – £10