The stability of arches in the Lagrangian approach

DOI10.1016/0020-7683(85)90007-1zbMath0571.73049OpenAlexW2033140328MaRDI QIDQ1061542

A. Raithel, Claudio Franciosi

Publication date: 1985

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(85)90007-1

zbMATH Keywords

angular flexibilityaxis is the funicular curve of its own weightbridge archconverges from belowloads may be of any kindmoment of inertia may vary according to a generic lawoperate along with finite or similar elementsreduced to a set of rigid bars and elastic springsunsymmetrical

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

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