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Buckling of shallow arches
Exact solution to nonlinear problem of buckling of shallow, circular arch subjected to uniform pressure or concentrated load is given; in addition explicit bifurcated equilibrium path is presented; buckling loads, according to several criteria, are found and their range of validity is investigated in detail; it is shown that even if smallest buckling load is associated with asymmetric bifurcation, this alone is not sufficient condition for asymmetric buckling criterion to govern problem.
Buckling of shallow arches
Exact solution to nonlinear problem of buckling of shallow, circular arch subjected to uniform pressure or concentrated load is given; in addition explicit bifurcated equilibrium path is presented; buckling loads, according to several criteria, are found and their range of validity is investigated in detail; it is shown that even if smallest buckling load is associated with asymmetric bifurcation, this alone is not sufficient condition for asymmetric buckling criterion to govern problem.
Buckling of shallow arches
ASCE -- Proc (J Eng Mechanics Div)
Schreyer, H.L. (author) / Masur, E.F. (author)
1966
19 pages
Article (Journal)
English
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