Inverse problem of elastica of a variable-arc-length beam subjected to a concentrated load
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Publication:608647
DOI10.1007/s10409-005-0062-6zbMath1200.74068OpenAlexW1966719061MaRDI QIDQ608647
Publication date: 25 November 2010
Published in: Acta Mechanica Sinica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10409-005-0062-6
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Inverse problems in equilibrium solid mechanics (74G75)
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Doubly periodic patterns of modulated hydrodynamic waves: exact solutions of the Davey-Stewartson system ⋮ Large deflection of flexible tapered functionally graded beam ⋮ Elastic-plastic behavior of a semicircular frame being pressed against a rigid plane ⋮ A bottom‐up optimization method for inverse design of two‐dimensional clamped‐free elastic rods ⋮ Elliptic integral solution of the extensible elastica with a variable length under a concentrated force ⋮ Sign problems in elliptic integral solution of planar elastica theory ⋮ Large deformation and stability of an extensible elastica with an unknown length ⋮ Effect of material nonlinearity on large deflection of variable-arc-length beams subjected to uniform self-weight ⋮ A local pseudo arc-length method for hyperbolic conservation laws
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- Elliptic integral solutions of variable-arc-length elastica under an inclined follower force
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