A geometrically nonlinear curved shell element with constant stress resultants
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Publication:1309642
DOI10.1016/0045-7825(93)90093-DzbMath0783.73072OpenAlexW1987661400MaRDI QIDQ1309642
Publication date: 13 January 1994
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7825(93)90093-d
rotationsdisplacementmembrane deformationstriangular elementpressure loadingtwelve degrees of freedomequivalent nodal forcesco-rotation theory
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Cites Work
- On a stress resultant geometrically exact shell model. I: Formulation and optimal parametrization
- On a stress resultant geometrically exact shell model. II: The linear theory; computational aspects
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- On the use of deep, shallow or flat shell finite elements for the analysis of thin shell structures
- On the use of Lagrange multiplier compatible modes for controlling accuracy and stability of mixed shell finite elements
- Geometrical and physical nonlinearities. Some developments in the Netherlands
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- Free-form shell analysis by a mixed-hybrid finite element approach
- THE THIN-WALLED CIRCULAR CYLINDER SUBJECTED TO CONCENTRATED RADIAL LOADS
- Improvements in 3‐node triangular shell elements
- The use of projectors to improve finite element performance
- A study of three-node triangular plate bending elements
- Adaptive analysis of thin shells using facet elements
- A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
- Geometrically non‐linear constant moment triangle which passes the von Kármán patch test
- Modified formulations for nine-d.o.f. plane triangles that include vertex rotations
- Stability of straight bars subjected to repeated impulsive compression.
- Reduced integration technique in general analysis of plates and shells
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