Development of a new curved beam element with shear effect
From MaRDI portal
Publication:2721391
DOI10.1108/02644409610114440zbMath0983.74542OpenAlexW2011821789MaRDI QIDQ2721391
Jin-Min Choi, Jeong Seo Koo, Seok-Soon Lee
Publication date: 29 April 2002
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644409610114440
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (3)
Free in-plane vibration of curved beam structures: A tutorial and the state of the art ⋮ Free vibrations of shear‐flexible and compressible arches by FEM ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)
Cites Work
- Unnamed Item
- Unnamed Item
- Mixed finite element methods for the circular arch problem
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- Locking and shear scaling factors in C° bending elements
- A generalized displacement method for the finite element analysis of thin shells
- A linear thick curved beam element
- A new nine node degenerated shell element with enhanced membrane and shear interpolation
- Curved beam elements with penalty relaxation
- Resolving membrane and shear locking phenomena in curved shear-deformable axisymmetric shell elements
- An accurate polynomial displacement function for unite ring elements
- A Serendipity cubic-displacement hybrid-stress element for thin and moderately thick plates
- The hybrid-stress model for thin plates
- Mixed models and reduced/selective integration displacement models for nonlinear analysis of curved beams
- A study of three-node triangular plate bending elements
- Reduced integration and the shear-flexible beam element
- Membrane Locking and Reduced Integration for Curved Elements
- A study of quadrilateral plate bending elements with ‘reduced’ integration
- Variational formulation for Timoshenko beam element by separation of deformation mode
- The curved beam/deep arch/finite ring element revisited
- Improved numerical integration of thick shell finite elements
- Reduced integration technique in general analysis of plates and shells
This page was built for publication: Development of a new curved beam element with shear effect
