The results of analytically and experimentally determined buckling loads of a rectangular plate, subjected to partial edge loading and mixed boundary conditions, are presented.
Get full access to this article
View all access options for this article.
References
1.
TimoshenkoS. P.GereJ. M.Theory of elastic stability1961 (McGraw-Hill).
2.
LeggetD. M.‘The effect of two isolated forces on the elastic stability of a flat rectangular plate’, Proc. Cam. Phil. Soc.193733, 325–339.
3.
HopkinsH. G.‘Elastic stability of infinite strips’, Proc. Cam. Phil. Soc.194945, 587.
4.
ZetlinL.‘Elastic instability of flat plates subjected to partial edge loading’, Proc. ASCE, Engng mech. Divn195581, 795.
5.
RockeyK. C.BagchiD. K.‘Buckling of plate girder webs under partial edge loading’, Int. J. mech. Sci.197012, 61.
6.
KhanM. Z.WalkerA. C.‘Buckling of plates subjected to localized edge loading’, The Structural Engineer197250, 225–232.
7.
CarlsonR. L.DattaP. K.‘On the analysis of plate stability experiments’, Proc. XIV South American Conf. Struct. Engrs Argentina, 19703, 1–33.
8.
AlfutovN. A.BalabukhL. I.‘Energy criterion of the stability of elastic bodies which does not require the determination of the initial stress-strain state’, PMM196832, 703–707.
9.
SpencerH. H.WalkerA. C.‘Critique of Southwell plots with proposals for alternative methods’, Experimental Mechanics197515, 303–310.
