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Application of the singularity function method to semi-infinite orthotropic rectangular plates on an elastic foundation

机译:奇异函数法在弹性地基上的半无限正交各向异性矩形板中的应用

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The singularity function method is applied to solve the structural problems of semi-infinite orthotropic rectangular plates on a Winker-type elastic foundation. Previous application by Selek et al. (Int. J. Mech. Sci., 25 (1983) 397) of the singularity function to plates on an elastic foundation was limited only to isotropic cases. Foundation-free orthotropic plate problems have been previously solved Adewale et al. (Int. J. Mech. Sci., 31(1989) 853). In this paper, the singularity function method technique is extended to orthotropic rectangular plate on Winkler-type foundation. The isotropic rectangular plate results of Selek et al. (Int. J. Mech. Sci., 25 (1983) 397) and the foundation-free orthotropic rectangular plate results provided by Adewale et al. (Int. J. Mech. Sci., 31(1989) 853) are recovered as special cases. 2001 Elsevier Science Ltd. All rights reserved.
机译:应用奇异函数法求解Winker型弹性地基上的半无限正交异性矩形板的结构问题。 Selek等人的先前申请。 (Int。J. Mech。Sci。,25(1983)397)对弹性基础上的板的奇异性函数仅限于各向同性情况。以前已经解决了无基础正交各向异性板的问题Adewale等人。 (国际机械科学杂志,31(1989)853)。本文将奇异函数法技术推广到Winkler型地基上的正交异性矩形板。 Selek等人的各向同性矩形板结果。 (Int。J. Mech。Sci。,25(1983)397)和Adewale等人提供的无基础正交各向异性矩形板结果。 (Int。J. Mech。Sci。,31(1989)853)被恢复为特例。 2001 Elsevier ScienceLtd。保留所有权利。

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