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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of spherical shells with stress functions
Homogenous differential equations of thin spherical shells are reduced through stress function and strain compatibility formulation to two linear partial differential equations of fourth and sixth order, respectively, without any approximations other than those inherent in initial equations and with inclusion of transverse shear deformability; membrane, inextensional, and edge zone states of stress are each expressed in terms of one stress function and corresponding differential equation; two edge zone states of stress are obtained.
Analysis of spherical shells with stress functions
Homogenous differential equations of thin spherical shells are reduced through stress function and strain compatibility formulation to two linear partial differential equations of fourth and sixth order, respectively, without any approximations other than those inherent in initial equations and with inclusion of transverse shear deformability; membrane, inextensional, and edge zone states of stress are each expressed in terms of one stress function and corresponding differential equation; two edge zone states of stress are obtained.
Analysis of spherical shells with stress functions
ASCE -- Proc (J Eng Mechanics Div)
Elias, Z.M. (Autor:in)
1964
29 pages
Aufsatz (Zeitschrift)
Englisch
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