Torsion of Pretwisted Beams Due to Axial Loading

DOI10.1115/1.3153675zbMath0432.73037OpenAlexW1966646922MaRDI QIDQ3870430

Dewey H. Hodges

Publication date: 1980

Published in: Journal of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1115/1.3153675

zbMATH Keywords

principle of virtual workaxial loadingpretwisted beamstatic torsional deformation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Variational principles of physics (49S05)

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Matrix tensor notation. II: Skew and curved coordinates ⋮ A small strain, moderately large deflection finite element beam model with cross-sectional warping effect ⋮ Analytical evaluation of stresses and strains in inhomogeneous non-prismatic beams undergoing large deflections ⋮ Finite twist composite beams ⋮ Axial-torsional coupled static behavior of inhomogeneous pretwisted cantilever beams ⋮ The influence of an initial twisting on tapered beams undergoing large displacements ⋮ Application of the mixed finite-element method to rotor blade modal reduction. ⋮ Finite element theory for curved and twisted beams based on exact solutions for three-dimensional solids. I: Beam concept and geometrically exact nonlinear formulation. II: Anisotropic and advanced beam models ⋮ Coupled flapwise-chordwise-axial-torsional dynamic responses of rotating pre-twisted and inclined cantilever beams subject to the base excitation

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