Buckling morphology of an elastic beam between two parallel lateral constraints: implication for crawling snake between walls
Junfeng Xiao and Xi Chen, Journal of Royal Society Interface. 2013, 10(85). http://dx.doi.org/10.1098/rsif.2013.0399
Junfeng Xiao and Xi Chen, Journal of Royal Society Interface. 2013, 10(85). http://dx.doi.org/10.1098/rsif.2013.0399
I have a problem visualising specified displacements from a modal/buckling analysis.
Dear all,
I would like to recommand a paper on "Postbuckling analysis and its application to stretchable electronics"。 Please find enclosed paper which is published on Journal of the Mechanics and Physics of Solids Vol. 60 (2012) 487–508.
The mechanical behavior of mono- and multi- layered graphene and carbon nanotube (CNT) systems has attracted great attention over the last decade because of their importance in nano-science and nanotechnology.
Hi, everyone, my friend asks me whether it is possible to: construct a extremely slender hollow column of 100 m long and less than 1 m* 1 m in cross-section dimension, which can withstand 10 ton compression force from the two ends without buckling/failure. The material is not fixed.
With such a large length-to-diameter (hollow section) ratio, intuitively, I think it is impossible to withstand the compression with such a slender column.But I am not very sure.
Your comments are very much appreciated!