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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
 
Thick laminated circular plates on elastic foundation subjected to a concentrated load
Sheng HY

 
Abstract     [Buy Article]
    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
 

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