Abstract
A method is developed for the stability analysis of uniformly loaded circular arches without recourse to the well-known assumptions of the shallow and inextensional arch theories. It is shown that the critical loads (both of limit and bifurcationtype) can be expressed in terms of a combined problem parameter in the form of highly accurate asymptotic formulas.
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
