Simple and effective elements based upon Timoshenko-Mindlin shell theory
From MaRDI portal
Publication:1348270
DOI10.1016/S0045-7825(01)00320-6zbMath1062.74051OpenAlexW1980783419MaRDI QIDQ1348270
S. V. Plotnikova, Gennady M. Kulikov
Publication date: 15 May 2002
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(01)00320-6
Related Items (7)
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Nonlinear strain-displacement equations exactly representing large rigid-body motions. II: Enhanced finite element technique ⋮ Refined shell model for the linear analysis of isotropic and composite elastic structures ⋮ The contact problem for a geometrically non-linear Timoshenko-type shell ⋮ On computational shells with scale effects ⋮ Nonlinear strain--displacement equations exactly representing large rigid-body motions. I: Timoshenko--Mindlin shell theory ⋮ A family of ANS four-node exact geometry shell elements in general convected curvilinear coordinates
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Stress projection for membrane and shear locking in shell finite elements
- Mixed finite element methods - reduced and selective integration techniques: a unification of concepts
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- A Mindlin shell element that satisfies rigid-body requirements
- Implementation and application of a 9-node Lagrange shell element with spurious mode control
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- A simple and efficient finite element for plate bending
- The use of ADINA for analysis of mines with explosive fills
- An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
- Strain displacement relationships for cylindrical shells.
- Rigid body motions in curved finite elements
- Basis of finite element methods for solid continua
- Reduced integration technique in general analysis of plates and shells
- Analysis of initially stressed multilayered shells
This page was built for publication: Simple and effective elements based upon Timoshenko-Mindlin shell theory