Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cylindrical shells subjected to rings of force are considered; material is rigid or elastic-perfectly plastic governed by any reasonable yield criterion; stresses at limit load are investigated; expressions for rates of deformations in terms of stresses at limit load and for rates of total energy dissipation and partial dissipations because of bending and because of expansion and contraction, or both, in terms of limit loads and deformation rates are derived; shells loaded symmetrically and nonsymmetrically by ring of force are considered.
Cylindrical shells subjected to rings of force are considered; material is rigid or elastic-perfectly plastic governed by any reasonable yield criterion; stresses at limit load are investigated; expressions for rates of deformations in terms of stresses at limit load and for rates of total energy dissipation and partial dissipations because of bending and because of expansion and contraction, or both, in terms of limit loads and deformation rates are derived; shells loaded symmetrically and nonsymmetrically by ring of force are considered.
Cylindrical shells under ring loads
ASCE -- Proc (J Structural Div)
Demir, H.H. (Autor:in)
1965
28 pages
Aufsatz (Zeitschrift)
Englisch
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