Abstract
In this paper, we first discuss the integral equation formulation for the buckling problem of a single plate, using the biharmonic fundamental solution for the plate bending problems. The so called boundary-volume element method previously proposed by the senior author is applied to the numerical solution of the resulting set of integral equations. The total set of simultaneous equations are derived for nodal unknowns included in the whole domain, and reduced to eigenvalue equations. The method of solution is extended to the solution of elastic buckling of assembled plate structures. A few examples are computed and the results obtained are compared with other solutions to demonstrate the potential usefulness of the proposed method.
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© 1986 Springer-Verlag Berlin Heidelberg
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Tanaka, M., Miyazaki, K. (1986). Elastic Buckling Analysis of Assembled Plate Structures by Boundary Element Method. In: Tanaka, M., Brebbia, C.A. (eds) Boundary Elements VIII. Boundary Elements, vol 8. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-22335-2_5
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DOI: https://doi.org/10.1007/978-3-662-22335-2_5
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-662-22337-6
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