Large deflections of bars bent through frictionless supports
From MaRDI portal
Publication:787753
DOI10.1016/0020-7462(84)90014-3zbMath0529.73075OpenAlexW1967589778MaRDI QIDQ787753
Publication date: 1984
Published in: International Journal of Non-Linear Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0020-7462(84)90014-3
nonlinear analysisNewton-Raphson iterationaxial force at any pointbar bent through frictionless supportscoefficients relating end rotations and end momentsdeflected shapenumerically exact solutionproportional to square of bending momentsingle member
Newton-type methods (49M15) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Numerical and other methods in solid mechanics (74S99)
Related Items
The solution of open and closed elasticas using intrinsic coordinate finite elements ⋮ Elliptic integral solutions of spatial elastica of a thin straight rod bent under concentrated terminal forces ⋮ The finite element solution of a class of elastica problems