The Derivation of Exact Static Conditions at the Corner Points for the Bending of Thick Rectangular Plates

Fu Bao-lian

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Fu Bao-lian. The Derivation of Exact Static Conditions at the Corner Points for the Bending of Thick Rectangular Plates[J]. Applied Mathematics and Mechanics, 1994, 15(6): 565-570.

Citation:

Fu Bao-lian. The Derivation of Exact Static Conditions at the Corner Points for the Bending of Thick Rectangular Plates[J]. Applied Mathematics and Mechanics, 1994, 15(6): 565-570.

Citation:

Fu Bao-lian. The Derivation of Exact Static Conditions at the Corner Points for the Bending of Thick Rectangular Plates[J]. Applied Mathematics and Mechanics, 1994, 15(6): 565-570.

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The Derivation of Exact Static Conditions at the Corner Points for the Bending of Thick Rectangular Plates

Fu Bao-lian

Yanshan University, Qinhuangdao, Hebei

Received Date: 1993-03-05
Publish Date: 1994-06-15

Abstract

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.
- static condition at the corner point,
- thick rectagular p1ate,
- theorem of minimum potential energy

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References(4)

References

[1]	钱伟长.《变分原理及有限元》,上册.科学出版社(1980).
[2]	Reissner,E.,On the theory of bending of elastic plates,J.Math.Phys.,23(184)(1944).
[3]	Reissner,E.,The effect of transverse shear deformation on the bending of elastic plates,J,Appl,Mech.,12A(69) (1945).
[4]	Panc,Yladimir,Theories of Elastic Plates,Publishing House of the Czechoslorak Academy of Sciences,Prague(1975).