Abstract
Several boundary element approaches have been so far proposed for solving the finite deflection problem of thin elastic plates. For the problem considering the von-Kármántype geometrical nonlinearity, there are available two integral equation formulations. First one is such that a set of integral equations are derived in terms of the stress function and the out-of-planc displacement or their increments, and then they are solved iteratively or incrementally by introducing the standard boundary element method [1]–[3]. The other one is to formulate the same problem in terms of the three displacement components and to implement it via the boundary element method [3],[4].
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Tanaka, M., Matsumoto, T., Zheng, Z. (1997). Incremental Approach to the Finite Deflection Problem of Thin Elastic Plates Via Boundary-Domain-Element Method. In: Morino, L., Wendland, W.L. (eds) IABEM Symposium on Boundary Integral Methods for Nonlinear Problems. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-5706-3_32
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DOI: https://doi.org/10.1007/978-94-011-5706-3_32
Publisher Name: Springer, Dordrecht
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