Exact solutions of nonlinear equation of rod deflections involving the Lauricella hypergeometric functions
DOI10.1155/2011/838924zbMath1231.35258OpenAlexW2022182579WikidataQ58687959 ScholiaQ58687959MaRDI QIDQ642239
Daniele Ritelli, Giovanni Mingari Scarpello
Publication date: 26 October 2011
Published in: International Journal of Mathematics and Mathematical Sciences (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2011/838924
beamflexural stiffnesscurvaturerodlarge displacementsbending momentstringapproximate theorycoplanar dead loadsdeflection curveselliptic integral solutionsisostatic equilibriumMaclaurin third-order expansion
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Classical hypergeometric functions, ({}_2F_1) (33C05) PDEs in connection with mechanics of deformable solids (35Q74)
Related Items (5)
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- The early history of the hypergeometric function
- Exact parametric analytic solutions of the elastica ODEs for bars including effects of the transverse deformation
- Elliptic integral solutions of plane elastica with axial and shear deformations
- Exact curvature elastica of a thin cantilever under terminal loads
- Elliptic integral solutions of spatial elastica of a thin straight rod bent under concentrated terminal forces
- Exact solution for an approximate differential equation of a straight bar under conditions of a nonlinear equilibrium
- Analytic solutions for nonlinear differential equations describing the elastica of straight bars: Theory
- Exact solution of the nonlinear differential equation concerning the elastic line of a straight rod due to terminal loading
- Equilibria of the circular elastica under a uniform central force field
- On the Large Deflection of Cantilever Beams with End Rotational Load
- Numerical results from large deflection beam and frame problems analysed by means of elliptic integrals
- Mathematical Technique and Physical Conception in Euler's Investigation of the Elastica
- Elliptic integral solutions of variable-arc-length elastica under an inclined follower force
- Nonlinear problems of elasticity
This page was built for publication: Exact solutions of nonlinear equation of rod deflections involving the Lauricella hypergeometric functions