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Euler buckling test of four-staged, 6 meter-long telescopic cylinder-columns

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References

  1. Timoshenko, S.P., and Gere, J.M., “Theory of Elastic Stability,” McGraw-Hill Book Co., (1961).

  2. Singer, J., Arbocz, J., and Weller, T., “Buckling Experiments: Experimental Methods in Buckling of Thin-walled Structures; Basic Concept, Columns, Beams and Plates. Volume 1,” John Wiley & Sons, Ltd., (1998)

  3. Sugiyama, Y., and Ohtomo, T., “Buckling Load and Slenderness Ratio of Columns Having Piece-wise Constant Cross Sections,” Bulletin of Osaka Prefecture University, 45, 2, 111–117(1996).

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  4. Ohtomo, T., Sugiyama, Y., “Design Support System for Buckling Problem of Telescopic Cylinders Using Personal Computer,” Bulletin of Osaka Prefecture University, 46, 2, 133–141(1997).

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  5. Hearn, E.J., “Mechanics of Materials,” Pergamon Press Ltd., (1985).

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Authors and Affiliations

  1. Morita Coropration, Chiba-ken, Japan

    T. Ohtomo (Mechanical Engineer)

  2. Department of Aerospace Engineering, Osaka Prefecture University, Japan

    Y. Sugiyama (Professor) & T. Katayama (Associate Professor)

  3. University of Architecture, Civil Engineering and Geodesy, Bulgaria

    K. A. Mladenov (Professor)

Authors
  1. T. Ohtomo
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  2. Y. Sugiyama
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  3. T. Katayama
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  4. K. A. Mladenov
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Ohtomo, T., Sugiyama, Y., Katayama, T. et al. Euler buckling test of four-staged, 6 meter-long telescopic cylinder-columns. Exp Tech 26, 24–28 (2002). https://doi.org/10.1111/j.1747-1567.2002.tb00080.x

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  • DOI: https://doi.org/10.1111/j.1747-1567.2002.tb00080.x

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