Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stresses at re-entrant corner of plate
Floors of modern buildings unsupported by intermediate columns present re-entrant corners; stresses at corners are theoretically infinite, but become finite in immediate neighborhood of corner; thus practical design stresses can be obtained by substituting for actual plate, circular sector simply supported in its circular boundary and built in on its straight sides; such stresses are derived for case of circular sector with right angle cutout.
Stresses at re-entrant corner of plate
Floors of modern buildings unsupported by intermediate columns present re-entrant corners; stresses at corners are theoretically infinite, but become finite in immediate neighborhood of corner; thus practical design stresses can be obtained by substituting for actual plate, circular sector simply supported in its circular boundary and built in on its straight sides; such stresses are derived for case of circular sector with right angle cutout.
Stresses at re-entrant corner of plate
ASCE -- Proc (J Structural Div)
Salvadori, M.G. (Autor:in)
1961
6 pages
Aufsatz (Zeitschrift)
Englisch
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