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The derivation of exact static conditions at the corner points for the bending of thick rectangular plates

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Abstract

In this paper, exact static conditions at the corner points for the bending of thick rectangular plates are strictly derived from the theorem of minimum potential energy.

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References

  1. Chien Wei-zang,Variational Methods and Finite Element Methods, Vol. 1, Science Press (1980). (in Chinese)

  2. Reissner, E., On the theory of bending of elastic plates,J. Math. Phys.,23, 184 (1944).

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  3. Reissner, E., The effect of transverse shear deformation on the bending of elastic plates,J. Appl. Mech.,12 A69 (1945).

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  4. Panc, Vladimir,Theories of Elastic Plates, Publishing House of the Czechoslorak Academy of Sciences, Prague (1975).

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Authors and Affiliations

  1. Yanshan University, Qinhuangdao, Hebei

    Fu Bao-lian

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  1. Fu Bao-lian
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Communicated by Chien Wei-zang

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Bao-lian, F. The derivation of exact static conditions at the corner points for the bending of thick rectangular plates. Appl Math Mech 15, 595–600 (1994). https://doi.org/10.1007/BF02450773

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  • DOI: https://doi.org/10.1007/BF02450773

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