Abstract
In this paper we determine the dynamic buckling load of an imperfect spherical shell under an impulse and also examine the effects of non-linear terms on the initial post dynamic buckling behaviour of the structure. The results show that: (a) neglecting the axisymmetric and non-axisymmetric imperfections implies neglecting, respectively, the effects of the axisymmetric and non-axisymmetric non-linear buckling mode contributions, and (b) the coupling effects of the buckling modes are felt only if none of the imperfections are zero.
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 callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
