Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stresses in uniformly loaded two-layer circular plate
Exact solution is derived for stresses in uniformly loaded " simply supported" circular plate, composed of two dissimilar layers of isotropic, elastic materials; large errors in bending stresses predicted by classical thin plate theory occur when loaded layer has much smaller shear modulus than underlying layer.
Stresses in uniformly loaded two-layer circular plate
Exact solution is derived for stresses in uniformly loaded " simply supported" circular plate, composed of two dissimilar layers of isotropic, elastic materials; large errors in bending stresses predicted by classical thin plate theory occur when loaded layer has much smaller shear modulus than underlying layer.
Stresses in uniformly loaded two-layer circular plate
ASCE -- Proc (J Eng Mechanics Div)
Goldberg, M.A. (Autor:in) / Newman, M. (Autor:in) / Forray, M.J. (Autor:in)
1965
19 pages
Aufsatz (Zeitschrift)
Englisch
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