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Abstract

A simple treatment of the elastic stability of angle-section
members, both columns and beams, has been developed, based on the
measured deformations of typical members loaded in the laboratory.
Detailed mathematical models describing the torsional, or local
buckling modes of the members are presented. Other buckling modes
have been considered and the interaction of the various modes has
been discussed. Angle-section columns, eccentrically loaded
columns, cantilevers, centrally-loaded simply-supported beams, and
laterally loaded columns, have been studied in particular.

Item Type:	Thesis - Unspecified
Authors/Creators:	Green, R T G
Keywords:	Buckling (Mechanics), Strains and stresses
Copyright Holders:	The Author
Copyright Information:	Copyright 1967 the Author - The University is continuing to endeavour to trace the copyright owner(s) and in the meantime this item has been reproduced here in good faith. We would be pleased to hear from the copyright owner(s).
Additional Information:	Thesis (M.Eng.Sc.) - University of Tasmania, 1968
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