An efficient mixed interpolated curved beam element for geometrically nonlinear analysis
From MaRDI portal
Publication:1985201
DOI10.1016/j.apm.2019.06.007zbMath1481.74463OpenAlexW2951522978WikidataQ127667936 ScholiaQ127667936MaRDI QIDQ1985201
Mohammad Rezaiee-Pajand, Amir R. Masoodi, Niloofar Rajabzadeh-Safaei
Publication date: 7 April 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2019.06.007
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
Related Items (5)
Equivalently analytical solution for the large deformation of slender beams under follower loads: a second-order ANCF approach ⋮ A <scp>two‐dimensional</scp> corotational curved beam element for dynamic analysis of curved viscoelastic beams with large deformations and rotations ⋮ Dynamic modeling and analysis on planar free vibration of long-span arch bridges during construction ⋮ A high-precision curvature constrained Bernoulli-Euler planar beam element for geometrically nonlinear analysis ⋮ Static, stability and dynamic characteristics of asymmetric bi-directional functionally graded sandwich tapered elastic arches in thermo-mechanical environments
Cites Work
- A mixed finite element for three-dimensional nonlinear analysis of steel frames
- The quadratic MITC plate and MITC shell elements in plate bending
- A three-dimensional finite-strain rod model. II. Computational aspects
- Nonlinear performance of continuum mechanics based beam elements focusing on large twisting behaviors
- A triangular shell element for geometrically nonlinear analysis
- Mixed formulation and locking in path-following nonlinear analysis
- On finite element implementation of geometrically nonlinear Reissner's beam theory: Three-dimensional curved beam elements
- A non linear corotational 4-node plane element
- Nonlinear bending and buckling for strain gradient elastic beams
- Nonlinear finite element analysis of functionally graded structures by enhanced assumed strain shell elements
- The geometrically nonlinear dynamic responses of simply supported beams under moving loads
- Analytical study on dynamic responses of a curved beam subjected to three-directional moving loads
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- A TIMOSHENKO BEAM ELEMENT FOR LARGE DISPLACEMENT ANALYSIS OF PLANAR BEAMS AND FRAMES
- A higher order beam finite element for bending and vibration problems
- Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements
- A rotation-free corotational plane beam element for non-linear analyses
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- On the Variational Foundations of Assumed Strain Methods
- On a non-linear formulation for curved Timoshenko beam elements considering large displacement/rotation increments
- A beam finite element non-linear theory with finite rotations
- Geometrically nonlinear analysis of plates by assumed strain element with explicit tangent stiffness matrix
- Geometrically nonlinear finite element analysis of beams, frames, arches and axisymmetric shells
- Large displacement analysis of three-dimensional beam structures
- Higher‐order MITC general shell elements
- An intrinsic beam model based on a helicoidal approximation—Part I: Formulation
- Exact natural frequencies and buckling load of functionally graded material tapered beam-columns considering semi-rigid connections
- Unified and mixed formulation of the 4‐node quadrilateral elements by assumed strain method: Application to thermomechanical problems
- An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
- A WEAK-WEAK FORMULATION FOR LARGE DISPLACEMENTS BEAM STATICS: A FINITE VOLUMES APPROXIMATION
- A class of mixed assumed strain methods and the method of incompatible modes
- AN APPROACH TO THE NON-LINEAR BEHAVIOUR OF THE MEMBERS OF A RIGID JOINTED PLANE FRAMEWORK WITH FINITE DEFLECTIONS
- Non‐linear transient finite element analysis with convected co‐ordinates
- Mixed formulation in Koiter analysis of thin-walled beams
This page was built for publication: An efficient mixed interpolated curved beam element for geometrically nonlinear analysis
