Numerical Simulation of the Quasi-Static Axial Compression of the Pseudo-Elastic Phase Transformation Cylindrical Shells

Dan Li; Jun Lin Tao; Zhi Ping Tang

doi:10.4028/www.scientific.net/AMR.378-379.19

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 378-379Numerical Simulation of the Quasi-Static Axial...

Numerical Simulation of the Quasi-Static Axial Compression of the Pseudo-Elastic Phase Transformation Cylindrical Shells

Abstract:

In this paper, the quasi-static axial compression of the pseudo-elastic phase transformation cylindrical shells (PTCS) is systematically investigated experimentally and numerically. Some interesting phenomena and regularities are found and in-depth understanding is gained: (i) static buckling instability properties of the PTCS with different sizes; (ⅱ) the formation and development regularities of the phase transformation hinges (PTHs). The length-diameter ratio (L/D) of the PTCS is closely related to its buckling modes.

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Periodical:

Advanced Materials Research (Volumes 378-379)

Pages:

19-22

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.378-379.19

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Online since:

October 2011

Authors:

Dan Li, Jun Lin Tao, Zhi Ping Tang

Keywords:

Buckling Mode, Phase Transformation Cylindrical Shell, Phase Transformation Hinge, Pseudo-Elastic, Quasi-State Loading

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References

[1] Jones, N., 1989, Structural Impact, Cambridge University Press, Cambridge, UK.

Google Scholar

[2] Reid, S. R., 1993, Plastic Deformation Mechanisms in Axially Compressed Metal Tubes Used as Impact Energy Absorbers, Int. J. Mech. Sci., 35, p.1035–1052.

DOI: 10.1016/0020-7403(93)90054-x

Google Scholar

[3] Singer, J., Arbocz, J., and Weller, T., 1998, Buckling Experiments: Experimental Methods in Buckling of Thin-Walled Structures, Wiley, New York.

DOI: 10.1002/9780470172995

Google Scholar

[4] Seitzberger, M., Rammerstorfer, F. G., Gradinger, R., Degischer, H. P., Blaimschein, M., and Walch, C., 2000, Experimental Studies on the Quasi-StaticAxial Crushing of Steel Columns Filled with Aluminum Foam, Int. J. Solids Struct., 37, p.4125.

DOI: 10.1016/s0020-7683(99)00136-5

Google Scholar

[5] Nemat-Nasser, Sia; Yong Choi., 2006, Quasi-Static and Dynamic Buckling of Thin Cylindrical Shape-Memory Shells, Int. J. Applied Mechanics., 5, p.825.

DOI: 10.1115/1.2165241

Google Scholar