• Corpus ID: 122041452

Local Buckling Analysis of Thin-Wall Shell Structures

@inproceedings{Ye2015LocalBA,
  title={Local Buckling Analysis of Thin-Wall Shell Structures},
  author={Feng Ye},
  year={2015}
}
  • F. Ye
  • Published 6 October 2015
  • Engineering
This master thesis presents research into buckling of thin hyperboloid shells structures. This type of structure is typically applied as the large cooling towers at coal fired electricity plants. However, modelling cooling towers is not the objective of this research. The objective of this research is to understand the buckling behaviour of shells with negative Gaussian curvature, which cooling towers have. In previous research it was found that negatively curved shells are not very sensitive… 

Selected aspects of a cold forging process for hollow balls

This paper presents the results of a study investigating a cold forging process for producing hollow balls with different wall thicknesses. The study was performed by FEM numerical modelling, which

Selected aspects of a cold forging process for hollow balls

This paper presents the results of a study investigating a cold forging process for producing hollow balls with different wall thicknesses. The study was performed by FEM numerical modelling, which

References

SHOWING 1-8 OF 8 REFERENCES

On Introducing Imperfection in the Non-Linear Analysis of Buckling of Thin Shell Structures

This master thesis details the investigation of the effect of geometrical imperfection on thin shell structures using general FEM software packages. The author proposes a finite element based method

A new theory for the buckling of thin cylinders under axial compression and ending

The results o f experim ents on axial load ing o f cylindrical shells (th in enough to buckle below th e elastic lim it and too short to buckle as Euler colum ns) are n o t in good agree­ m en t w

Self-organization of linear nanochannel networks

A theoretical study has been conducted to explore the mechanics of self-organizing channel networks with dimensions in the submicron range and nanorange. The channels form by the partial release and

Probabilistic resolution of the twentieth century conundrum in elastic stability

Buckling of shells - Pitfall for designers

Strength tests of thin-walled duralumin cylinders in compression

  • Journal of the Franklin Institute,
  • 1934

Postbuckling Theory

  • Applied Mechanics Reviews, 23(12):1353–1366
  • 1970