Stability and optimum design of arch-type structures

DOI10.1016/0020-7683(81)90019-6zbMath0459.73079OpenAlexW2094746616MaRDI QIDQ1152253

Iradj G. Tadjbakhsh

Publication date: 1981

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(81)90019-6

zbMATH Keywords

stabilityoptimum designEuler-Bernoulli theoryfunicular or momentless design for archesnonlinear inextensible plane elasticaetransitional bending moments

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Membranes (74K15) Optimization problems in solid mechanics (74P99)

Related Items (7)

Vibration of the fully stressed standing column supporting a load ⋮ Optimal arches shape for single-point-supported deck bridges ⋮ Bending and buckling of general laminated curved beams using NURBS-based isogeometric analysis ⋮ Optimal arch shape solution under static vertical loads ⋮ Optimum funicular arch of several rigid segments ⋮ In-plane buckling of prismatic funicular arches with shear deformations ⋮ Closed-form solutions for funicular cables and arches

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