Abstract
The critical flexural buckling load and the post-buckling behavior of a column made of a material with cubic constitutive equation is discussed. The solution of the problem given previously by Haslach [Int. J. Non-linear Mech. 20], 53, 1986 is improved. Some numerical examples for a wood column problem are given.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
