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Structural Engineering and Mechanics Volume 10, Number 5, November 2000 , pages 441-449 DOI: https://doi.org/10.12989/sem.2000.10.5.441 |
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Thick laminated circular plates on elastic foundation subjected to a concentrated load |
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Sheng HY
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| Abstract | ||
| In this study, the state equation for axisymmetric bending of laminated transversely isotropic circular plates on elastic foundation is established on the basis of three-dimensional elasticity. By using the expansions of Bessel functions, an analytical solution of the problem is presented. As a result, all the fundamental equations of three-dimensional elasticity can be satisfied exactly and all the independent elastic constants can be fully taken into account. Furthermore, the continuity conditions at the interfaces of plies can also be satisfied. | ||
| Key Words | ||
| laminated circular plate, state equation, elastic foundation, analytical solution | ||
| Address | ||
| Sheng HY, Hefei Univ Technol, Dept Architectural Engn, Hefei 230009, Anhui, Peoples R China Hefei Univ Technol, Dept Architectural Engn, Hefei 230009, Anhui, Peoples R China | ||