Large Oscillations Around Curled Equilibrium Configurations of Uniformly Loaded Euler–Bernoulli Beams: Numerical and Experimental Evidences
DOI10.1007/978-3-030-17747-8_5zbMath1460.74033OpenAlexW2975394315MaRDI QIDQ5131266
Emilio Turco, Ivan Giorgio, Djebar Baroudi
Publication date: 5 November 2020
Published in: Advanced Structured Materials (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/978-3-030-17747-8_5
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Uses Software
Cites Work
- The complete works of Gabrio Piola: Volume I. Commented English translation of the original Italian works, published between 1825 and 1856
- An energy-based method to determine material constants in nonlinear rheology with applications
- A review on 2D models for the description of pantographic fabrics
- Hencky-type discrete model for pantographic structures: numerical comparison with second gradient continuum models
- Large deformations of 1D microstructured systems modeled as generalized Timoshenko beams
- On the constitutive equations of viscoelastic micropolar plates and shells of differential type
- Identification of higher-order elastic constants for grain assemblies based upon granular micromechanics
- Designing a light fabric metamaterial being highly macroscopically tough under directional extension: first experimental evidence
- Variational theory for spatial rods
- The complete works of Gabrio Piola: Volume II. Commented English translation of the original Italian works
- Forms of the dissipation function for a class of viscoplastic models
- On the validity range of strain-gradient elasticity: a mixed static-dynamic identification procedure
- Discrete is it enough? The revival of Piola-Hencky keynotes to analyze three-dimensional \textit{Elastica}
- A Ritz approach for the static analysis of planar pantographic structures modeled with nonlinear Euler-Bernoulli beams
- Dynamics of a flexible beam and a system of rigid rods, with fully inverse (one-sided) boundary conditions
- On the possible effective elasticity tensors of 2-dimensional and 3-dimensional printed materials
- On the wave dispersion in microstructured solids
- Extensional \textit{Elastica} in large deformation as \(\Gamma \)-limit of a discrete 1D mechanical system
- On one-dimensional finite-strain beam theory: the plane problem
- Consistent tangent operator for an exact Kirchhoff rod model
- Cosserat-Type Rods
- Director-based beam finite elements relying on the geometrically exact beam theory formulated in skew coordinates
- Hencky Bar-Chain Model for Buckling and Vibration of Beams with Elastic End Restraints
- Kirchhoff’s problem for nonlinearly elastic rods
- A lumped parameter method in the nonlinear analysis of flexible multibody systems
- Truss Modular Beams with Deformation Energy Depending on Higher Displacement Gradients
- Convergence of Hencky-Type Discrete Beam Model to Euler Inextensible Elastica in Large Deformation: Rigorous Proof
- An Inverse Method to Get Further Analytical Solutions for a Class of Metamaterials Aimed to Validate Numerical Integrations
- Equilibria of a clamped Euler beam (Elastica) with distributed load: Large deformations
- Mechanical metamaterials: a state of the art
- A targeted review on large deformations of planar elastic beams: extensibility, distributed loads, buckling and post-buckling
- A CRITICAL EXAMINATION OF THE REPRESENTATION OF MASSIVE AND ELASTIC BODIES BY SYSTEMS OF RIGD MASSES ELASTICALLY CONNECTED
- On the effect of shear stiffness on the plane deformation of linear second gradient pantographic sheets
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