Abstract
The paper outlines a technique to determine the critical stresses and buckling modes of a ribbed cylindrical shell interacting with an elastic foundation. The stiffness parameters of the foundation are calculated and their effect on the critical stresses and associated modes are analyzed
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
