Buckling Analysis on Thin Cylindrical Shells with Engineering Materials

P. H. J. Venkatesh*, Sai Kumar Amda**
* Department of Mechanical Engineering, Vignan's Institute of Information Technology, Visakhapatnam, Andhra Pradesh, India.
** Department of Mechanical Engineering, JB Institute of Engineering and Technology, Hyderabad, Telangana, India.
Periodicity:May - July'2020
DOI : https://doi.org/10.26634/jme.10.3.17296

Abstract

The thin cylindrical shaped shells undergo weight load failure leading to buckle the shape of shell which leads to the failure of the shell. The buckling failure can be determined by applying practical load analysis on the cylindrical shells. The present paper used three different materials such as Mild steel, Aluminium Alloy and Titanium alloy with the same dimensions such as radius, length and thickness are opted for conducting buckling simulation analysis on thin shells. The cylindrical shells are subjected to Axial Compression and Lateral Pressure at constant pressure. The buckling behavior of thin cylindrical shells subjected to the different loads and boundary conditions with buckling stresses are simulated using ABAQUS and compared with the obtained results. The optimum design of cylindrical shell and material can be determined from the failure of the cylindrical shell.

Keywords

Buckling, ABAQUS, Axial Compression, Lateral Pressure, Thickness.

How to Cite this Article?

Venkatesh, P. H. J., and Amda, S. K. (2020). Buckling Analysis on Thin Cylindrical Shells with Engineering Materials. i-manager's Journal on Mechanical Engineering, 10(3), 12-23. https://doi.org/10.26634/jme.10.3.17296

References

[1]. Abramovich, H., Singer, J., & Weller, T. (1991). The influence of initial imperfections on the buckling of stiffened cylindrical shells under combined loading. In Buckling of Shell Structures, on Land, in the Sea and in the Air (pp. 1-10). London: Elsevier Applied Science.
[2]. Arbocz, J. (1974). The effect of initial imperfections on shell stability, In Y. C. Fung, & E. E. Sechler (Eds.), Thin-Shell Structures: Theory, Experiment, and Design (pp. 205-245). Englewood Cliffs, New Jersey: Prentice Hall.
[3]. Bai, Y., Igland, R. T., & Moan, T. (1997). Tube collapse under combined external pressure, tension and bending. Marine structures, 10(5), 389-410. https://doi.org/10. 1016/S0951-8339(97)00003-8
[4]. Euler, L. (1952). Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes sive solutio problematis isoperimetrici latissimo sensu accepti (Vol. 1). Springer Science & Business Media. Retrieved from https:// www.springer.com/gp/book/9783764314248
[5]. Forasassi, G., & Frano, R. L. (2006). Buckling of imperfect thin cylindrical shell under lateral pressure. Journal of Achievements in Materials and Manufacturing Engineering, 18(1-2), 287-290.
[6]. Heyman, J. (1977). Equilibrium of shell structures. Oxford: Clarendon Press. https://lib.ugent.be/en/catalog/ rug01:001274301
[7]. Koiter, W. T. (1945). On the stability of elastic equilibrium (in Dutch with English summary). (Doctoral Thesis). Delft University of Technology, Amsterdam: H. J. Paris.
[8]. Lancaster, E. R., Calladine, C. R., & Palmer S. C., (2000). Experimental observations on the buckling of a thin cylindrical shell subjected to axial compression. International Journal of Mechanical Sciences, 42, 843- 865.
[9]. Park, T. D., & Kyriakides, S. (1996). On the collapse of dented cylinders under external pressure. International Journal of Mechanical Sciences, 38(5), 557-578. https:// doi.org/10.1016/0020-7403(95)00065-8
[10]. Timoshenko, S. P., & Gerri, J. M. (1961). Theory of elastic stability (2nd Ed.). New York: McGraw-Hill. https://www. worldcat.org/title/theory-of-elastic-stability/oclc/528693
[11]. Von Karman, T., Dunn, L. G., & Tsien, H. S. (1940). The influence of curvature on the buckling characteristics of structures. Journal of the Aeronautical Sciences, 7(7), 276- 289. https://doi.org/10.2514/8.1123
[12]. Yamaki, N. (1984). Elastic stability of circular cylindrical shells, Amsterdam, New York: Oxford. https://doi. org/10.1002/zamm.19860660307
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Pdf 35 35 200 20
Online 35 35 200 15
Pdf & Online 35 35 400 25

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.