Elastica of shear-deformable tapered columns

2002 ◽  
Vol 6 (2) ◽  
pp. 135-141 ◽  
Author(s):  
Byoung Koo Lee ◽  
Kou Moon Choi ◽  
Tae Eun Lee ◽  
Young Il Kim
2005 ◽  
Vol 05 (03) ◽  
pp. 317-335 ◽  
Author(s):  
BYOUNG KOO LEE ◽  
ATHOL J. CARR ◽  
TAE EUN LEE ◽  
DAE SOON AHN

This paper deals with the geometrical nonlinear analyses of buckled columns. Differential equations governing the elasticas of buckled columns are derived, in which both the effects of taper type and shear deformation are included. Three kinds of taper types are considered, i.e. breadth, depth and square tapers. Differential equations are solved numerically to obtain the deflection of elasticas and the buckling loads of such columns. Both clamped ends and hinged ends are considered. The effects of shear deformation on the deflection of elasticas of buckled columns and on the buckling loads of columns are investigated extensively. The buckling load equations for uniform columns are expressed as a function of the implicit shear effect. Experimental studies are presented that complement the theoretical results of nonlinear responses of the elasticas.


AIAA Journal ◽  
2002 ◽  
Vol 40 ◽  
pp. 1250-1252
Author(s):  
H. Qiao ◽  
Q. S. Li

2020 ◽  
Vol 157 ◽  
pp. 107071
Author(s):  
Philip Schreiber ◽  
Christian Mittelstedt ◽  
Matthias Beerhorst

2021 ◽  
Vol 259 ◽  
pp. 113457
Author(s):  
Zanhang He ◽  
Jianghong Xue ◽  
Sishi Yao ◽  
Yongfu Wu ◽  
Fei Xia

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