Theorem of the Uniqueness of Displacement and Stress Fields of Line-Loaded Integral Equation Method

Yun Tian-quan

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Yun Tian-quan. Theorem of the Uniqueness of Displacement and Stress Fields of Line-Loaded Integral Equation Method[J]. Applied Mathematics and Mechanics, 1985, 6(3): 219-222.

Citation:

Yun Tian-quan. Theorem of the Uniqueness of Displacement and Stress Fields of Line-Loaded Integral Equation Method[J]. Applied Mathematics and Mechanics, 1985, 6(3): 219-222.

Citation:

Yun Tian-quan. Theorem of the Uniqueness of Displacement and Stress Fields of Line-Loaded Integral Equation Method[J]. Applied Mathematics and Mechanics, 1985, 6(3): 219-222.

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Theorem of the Uniqueness of Displacement and Stress Fields of Line-Loaded Integral Equation Method

Yun Tian-quan

Huazhong University of Science and Technology, Wuhan

Received Date: 1984-04-12
Publish Date: 1985-03-15

Abstract

Abstract

According to Fredholm's theorem, this paper proves that due to the virtual fundaemental loods which satisfy the boundary conditions and being distributed outside the elastic body occupied region the displacement and stress fields in the elastic body occupied region are unique. This theorem forms a theoretical basis of the applications of the line-loaded integral equation method.

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References(7)

References

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