FEA Versus IGA in a Two-Node Beam Element Based on Unified and Integrated Method
DOI10.4208/aamm.OA-2018-0255zbMath1488.74002OpenAlexW3087767775MaRDI QIDQ5157007
Andi Makarim Katili, Irwan Katili
Publication date: 12 October 2021
Published in: Advances in Applied Mathematics and Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.4208/aamm.oa-2018-0255
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz, Galerkin and collocation methods for ordinary differential equations (65L60) Mathematical modeling or simulation for problems pertaining to mechanics of deformable solids (74-10) Isogeometric methods applied to problems in solid mechanics (74S22)
Cites Work
- Unnamed Item
- An Euler-Bernoulli-like finite element method for Timoshenko beams
- Isogeometric Galerkin in rectangular plate bending problem based on UI approach
- Single-variable formulations and isogeometric discretizations for shear deformable beams
- Reduced integration and the shear-flexible beam element
- A new discrete Kirchhoff‐Mindlin element based on Mindlin‐Reissner plate theory and assumed shear strain fields—part I: An extended DKT element for thick‐plate bending analysis
- A new discrete Kirchhoff‐Mindlin element based on Mindlin–Reissner plate theory and assumed shear strain fields—part II: An extended DKQ element for thick‐plate bending analysis
- Vibrations of a Timoshenko Beam, Using Finite-Element Approach
- A practical guide to splines.
This page was built for publication: FEA Versus IGA in a Two-Node Beam Element Based on Unified and Integrated Method
