Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
On bending of spherical shells
Bending behavior of spherical shells is reduced to solution of second-order differential equation with complex coefficients; influence coefficients and functions of truncated spherical shells are evaluated and presented in curve form for analysis of structures composed of spherical segments; these coefficients are determined by exact and asymptotic solution of governing equation; asymptotic solution is valid over entire range of independent variable when ratio of shell radius to thickness is greater than 100; uncoupling criterion is given by which it is possible to establish whether effect of loads applied at one edge of shell is transmitted to other edge; this criterion is determined by cross-product terms in influence coefficient matrix.
On bending of spherical shells
Bending behavior of spherical shells is reduced to solution of second-order differential equation with complex coefficients; influence coefficients and functions of truncated spherical shells are evaluated and presented in curve form for analysis of structures composed of spherical segments; these coefficients are determined by exact and asymptotic solution of governing equation; asymptotic solution is valid over entire range of independent variable when ratio of shell radius to thickness is greater than 100; uncoupling criterion is given by which it is possible to establish whether effect of loads applied at one edge of shell is transmitted to other edge; this criterion is determined by cross-product terms in influence coefficient matrix.
On bending of spherical shells
ASCE -- Proc (J Eng Mechanics Div)
Stern, P. (Autor:in) / Tsui, E.Y.W. (Autor:in)
1966
14 pages
Aufsatz (Zeitschrift)
Englisch
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