Affiliation:
1. Department of Civil Engineering, The Technological Institute, Northwestern University, Evanston, Ill.
2. The Technological Institute, Northwestern University, Evanston, Ill.
Abstract
A cantilevered bar of uniform cross section and subjected at the free end to distributed, non-conservative, compressive loads is considered. It is shown that, for certain cross sections, stability may be lost by either torsional divergence (torsional buckling) or torsional flutter, depending upon the load distribution at the end section. In addition, transverse flutter also can occur, however, not transverse buckling.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
15 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Bibliography;Fluid-Structure Interactions;2014
2. Controversy Associated With the So-Called “Follower Forces”: Critical Overview;Applied Mechanics Reviews;2005-03-01
3. DYNAMIC STABILITY OF COLUMNS SUBJECTED TO FOLLOWER LOADS: A SURVEY;Journal of Sound and Vibration;2000-12
4. References† †The references are generally arranged alphabetically. However, for single-, double- and multiple-author papers with the same first author, they are listed as follows: (i)the single-author papers first: e.g. SMITH, A. 1990 before SMITH, A. 1991;(ii)the double-author papers next, according to the second author's name: e.g. SMITH, A. & BROWN, G. 1991 before SMITH, A. & GREEN, S. 1979;(iii)multiple-author papers, which will be cited in the text as, e.g. Smith et al. (1979), are listed last, strictly chronologically.;Slender Structures and Axial Flow;1998
5. The influence of shear deformations on the stability of thin-walled beams under non-conservative loading;International Journal of Solids and Structures;1991