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Bending and Buckling of a Wedge on an Elastic Foundation

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Physics and Mechanics of Ice

Summary

When an ice sheet begins to slide up a sloping structure, the ice cracks radially from the structure creating wedges. Beam theory is used to analyze these wedges under the influence of both horizontal and vertical forces. Buckling and bending of these wedges are considered.

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References

  1. Nevel, D.E.: The narrow infinite wedge on an elastic foundation. SIPRE Technical Report 56, July 1958.

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  2. Nevel, D.E.: The narrow free infinite wedge on an elastic foundation. CRREL Research Report 79, July 1961.

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  3. Nevel, D.E.: The general solution of a wedge on an elastic foundation. CRREL Research Report 227, Nov. 1968.

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  4. Nevel, D.E.: The ultimate failure of a floating ice sheet. International Association of Hydraulic Research, Ice Symposium, Leningrad, 1972.

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  5. Sohdi, D.S.: Buckling analysis of wedge-shaped floating ice sheets. Port and Ocean Engineering under Arctic Conditions Conference, Trondheim, Aug. 1979.

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© 1980 Springer-Verlag, Berlin, Heidelberg

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Nevel, D.E. (1980). Bending and Buckling of a Wedge on an Elastic Foundation. In: Tryde, P. (eds) Physics and Mechanics of Ice. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-81434-1_20

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  • DOI: https://doi.org/10.1007/978-3-642-81434-1_20

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-81436-5

  • Online ISBN: 978-3-642-81434-1

  • eBook Packages: Springer Book Archive

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