New refined models for curved beams in both linear and nonlinear settings
From MaRDI portal
Publication:5125109
DOI10.1177/1081286518825389OpenAlexW2912764967MaRDI QIDQ5125109
Publication date: 2 October 2020
Published in: Mathematics and Mechanics of Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1177/1081286518825389
variational formulationerror estimationlinearized elasticityhyperelasticitycurved beam theorytruncation of potential energy
Related Items (1)
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Mechanical response of fabric sheets to three-dimensional bending, twisting, and stretching
- Two-dimensional models for the combined bending and stretching of plates and shells based on three-dimensional linear elasticity
- Two-dimensional nonlinear models for heterogeneous plates
- Impact of woven fabric: Experiments and mesostructure-based continuum-level simulations
- A justification of a nonlinear model in plate theory
- Derivation of the nonlinear bending-torsion theory for inextensible rods by \(\Gamma\)-convergence
- Statics of curved rods on account of torsion and flexion
- Hierarchy of one-dimensional models in nonlinear elasticity
- Derivation of a Hierarchy of Nonlinear Two-dimensional Models For Heterogeneous Plates
- Two-dimensional model of order h5 for the combined bending, stretching, transverse shearing and transverse normal stress effect of homogeneous plates derived from three-dimensional elasticity
- Equilibrium of elastic nets
- Recursive Derivation of One-Dimensional Models from Three-Dimensional Nonlinear Elasticity
- Une justification des équations de la thermoélasticité des poutres à section variable par des méthodes asymptotiques
- Derivation of Plate Theory Accounting Asymptotically Correct Shear Deformation
- Dérivation des modèles de plaques membranaires non linéaires à partir de l'élasticité tri-dimensionnelle
- Pointwise error estimate for a consistent beam theory
- Refined theory for linearly elastic plates: Laminae and laminates
- One-dimensional model for the combined bending, stretching, shearing and torsion of rods derived from three-dimensional elasticity
- A fifth-order model for shells which combines bending, stretching and transverse shearing deduced from three-dimensional elasticity
- One-dimensional models of fourth and sixth orders for rods derived from three-dimensional elasticity
- One-dimensional model of fourth order for rods with loading on lateral boundary: The case of rectangular cross section
- Contribution to beam theory based on 3-D energy principle
This page was built for publication: New refined models for curved beams in both linear and nonlinear settings
