Stability analysis of cylindrical shells using refined non-conforming rectangular cylindrical shell elements
From MaRDI portal
Publication:2720004
DOI10.1002/nme.152zbMath1098.74719OpenAlexW2030290011MaRDI QIDQ2720004
No author found.
Publication date: 2001
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.152
elastic stabilityrigid body model\(C^0\)-continuity requirement\(C^1\) \(C^1\)-continuity requirementrectangular cylindrical thin shell elementrefined non-conforming element
Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Shells (74K25)
Related Items (1)
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum
Cites Work
- Unnamed Item
- A new cylindrical shell finite element based on simple independent strain functions
- Generalized conforming plate bending elements using point and line compatibility conditions
- A study of three-node triangular plate bending elements
- Evaluation of a new quadrilateral thin plate bending element
- An efficient hybrid quadrilateral Kirchhoff plate bending element
- Evaluation of natural vibration frequency and buckling loading of bending bar by searching zeros of a target function
- Refined nine‐parameter triangular thin plate bending element by using refined direct stiffness method
- A simple triangular facet shell element with applications to linear and non-linear equilibrium and elastic stability problems
This page was built for publication: Stability analysis of cylindrical shells using refined non-conforming rectangular cylindrical shell elements
