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Inelastic buckling of shallow arches
Numerical procedure is presented for determination of inelastic buckling behavior of shallow circular arches subjected to arbitrary loadings; prebuckling deformation, maximum load, critical buckling mode and stress distribution of arch may be numerically determined by this procedure; inelastic arch with built-in ends and subjected to uniform pressure may have symmetric or asymmetric buckling mode at maximum pressure depending on its rise to thickness ratio; maximum pressure and buckling mode may be approximately determined by tangent modulus formulas.
Inelastic buckling of shallow arches
Numerical procedure is presented for determination of inelastic buckling behavior of shallow circular arches subjected to arbitrary loadings; prebuckling deformation, maximum load, critical buckling mode and stress distribution of arch may be numerically determined by this procedure; inelastic arch with built-in ends and subjected to uniform pressure may have symmetric or asymmetric buckling mode at maximum pressure depending on its rise to thickness ratio; maximum pressure and buckling mode may be approximately determined by tangent modulus formulas.
Inelastic buckling of shallow arches
ASCE -- Relation Eng Mechanics Research Practice Civ Eng
Lee, L.H.N. (author) / Murphy, L.M. (author)
1966
26 pages
Conference paper
English
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