A linear quadrilateral shell element with fast stiffness computation
By Friedrich Gruttmann, Werner Wagner. 2005
78 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/569bd0748f3511fdbf0fd604a3dc9a7ef51fdd1c
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Werner Wagner
- Friedrich Gruttmann
- Wolfgang Dornisch
- R. Nascimbene
- M. Schwarze
- Stefanie Reese
- Bernd Simeon
- Erasmo Carrera
In Mechanics of Materials
- Friedrich Gruttmann
- Werner Wagner
- Wolfgang Dornisch
- R. Nascimbene
- M. Schwarze
- Stefanie Reese
- Bernd Simeon
- Erasmo Carrera
Citations in the corpus
- Structural analysis of composite laminates using a mixed hybrid shell element (2006, unknown): “[24] on basis of a Hellinger–Reissner functional.”
- A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Geometrically linear problems (2009, unknown): “EAS-21 Full integration (fi) and reduced integration (ri) shell elements Gru05—Gruttmann and Wagner [46]: ANS mixed stress resultant element (ri) Gru04—Gruttmann and Wagner [64]: ANS mixed stress resultant element (ri) Cho03—Cho and Roh [65]: EAS element (fi) Car02—Cardoso et al.”
- A robust non‐linear mixed hybrid quadrilateral shell element (2005, methodology): “Simo [31] Taylor [38] Sauer [17] Gruttmann/ Present Wagner [34] 1*6 6 99.”
- A mixed shell formulation accounting for thickness strains and finite strain 3d material models (2008, methodology): “For the geometrical and physical linear case an analytical integration of all matrices is possible along with a flat projection, see [21] on basis of a Hellinger–Reissner functional.”