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An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation

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An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation. / Ye, Jianqiao.
In: Communications in Numerical Methods in Engineering, Vol. 10, No. 8, 08.1994, p. 623-632.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

Ye, J 1994, 'An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation', Communications in Numerical Methods in Engineering, vol. 10, no. 8, pp. 623-632. https://doi.org/10.1002/cnm.1640100806

APA

Ye, J. (1994). An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation. Communications in Numerical Methods in Engineering, 10(8), 623-632. https://doi.org/10.1002/cnm.1640100806

Vancouver

Ye J. An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation. Communications in Numerical Methods in Engineering. 1994 Aug;10(8):623-632. doi: 10.1002/cnm.1640100806

Author

Ye, Jianqiao. / An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation. In: Communications in Numerical Methods in Engineering. 1994 ; Vol. 10, No. 8. pp. 623-632.

Bibtex

@article{cd1dcf7d51d2464087ad37a026322dd3,
title = "An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation",
abstract = "The geometric non-linear behaviour of thin axisymmetric circular plates on an elastic foundation is studied in the paper by using a boundary integral equation approach. A plate analogue procedure is suggested to simplify the solution. With such simplification, the foundation reaction can be arbitrary functions of plate deflection, rotation and curvatures. The boundary integral equation of thin plates and the fundamental solution of a biharmonic equation are employed for both bending and plane stress analysis. A number of numerical examples are given in the paper to show the effectiveness of the proposed method.",
author = "Jianqiao Ye",
year = "1994",
month = aug,
doi = "10.1002/cnm.1640100806",
language = "English",
volume = "10",
pages = "623--632",
journal = "Communications in Numerical Methods in Engineering",
issn = "1069-8299",
publisher = "John Wiley and Sons Inc.",
number = "8",

}

RIS

TY - JOUR

T1 - An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation

AU - Ye, Jianqiao

PY - 1994/8

Y1 - 1994/8

N2 - The geometric non-linear behaviour of thin axisymmetric circular plates on an elastic foundation is studied in the paper by using a boundary integral equation approach. A plate analogue procedure is suggested to simplify the solution. With such simplification, the foundation reaction can be arbitrary functions of plate deflection, rotation and curvatures. The boundary integral equation of thin plates and the fundamental solution of a biharmonic equation are employed for both bending and plane stress analysis. A number of numerical examples are given in the paper to show the effectiveness of the proposed method.

AB - The geometric non-linear behaviour of thin axisymmetric circular plates on an elastic foundation is studied in the paper by using a boundary integral equation approach. A plate analogue procedure is suggested to simplify the solution. With such simplification, the foundation reaction can be arbitrary functions of plate deflection, rotation and curvatures. The boundary integral equation of thin plates and the fundamental solution of a biharmonic equation are employed for both bending and plane stress analysis. A number of numerical examples are given in the paper to show the effectiveness of the proposed method.

U2 - 10.1002/cnm.1640100806

DO - 10.1002/cnm.1640100806

M3 - Journal article

VL - 10

SP - 623

EP - 632

JO - Communications in Numerical Methods in Engineering

JF - Communications in Numerical Methods in Engineering

SN - 1069-8299

IS - 8

ER -