Department of Civil Engineering Sydney NSW 2006 AUSTRALIA http://www.civil.usyd.edu.au/ Centre for Advanced Structural Engineering Second Order Moments in Torsion Members Research Report No R800 N.S.Trahair BSc BE MEngSc PhD DEng Lip H Teh BE PhD April 2000 Copyright Notice Department of Civil Engineering, Research Report R800 Second Order Moments in Torsion Members © 2000 Nicholas S Trahair, Lip H Teh
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[email protected] This publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author. Published by: Department of Civil Engineering The University of Sydney Sydney NSW 2006 AUSTRALIA April 2000 http://www.civil.usyd.edu.au SECOND ORDER MOMENTS IN TORSION MEMBERS by N.S.Trahair, BSc, BE, MEngSc, PhD, DEng Emeritus Professor of Civil Engineering and L.H. Teh, BE, PhD Senior Researcher in Civil Engineering at the University of Sydney April, 2000 Abstract This paper is concerned with the elastic flexural buckling of structural members under torsion, and with second-order moments in torsion members. Previous research is reviewed, and the energy method of predicting elastic buckling is presented. This is used to develop the differential equilibrium equations for a buckled member. Approximate solutions based on the energy method are obtained for a range of conservative applied torque distributions and flexural boundary conditions. A comparison with the limited range of independent solutions available and with independent finite element solutions suggests that the errors in the approximate solutions may be as small as 1%.