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Application of the generalized differential quadrature rule to initial-boundary-value problems

机译:广义微分求积规则在初边值问题上的应用

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Partial differential equations (PDEs) for the forced vibration of structural beams are solved in this paper using the recently proposed generalized differential quadrature rule (GDQR). The GDQR techniques are first applied to both spatial and time dimensions simultaneously as a whole. No other classical methods are needed in the time dimension. The objective of this paper is to formularize the GDQR expressions and corresponding explicit weighting coefficients, while the derivation of explicit weighting coefficients is one of the most important aspects in the differential quadrature methods. It should be emphasized that the GDQR expressions and weighting coefficients for two-dimensional problems are not a direct application of those for one-dimensional problems, and they are distinctly different for PDEs of different orders. An Euler beam and a Timoshenko beam are employed as examples. Accurate results are obtained. The proposed procedures can be applied to problems in other disciplines of sciences and technology, where the problems may be governed by other PDEs with different orders in the time or spatial dimension. (C) 2002 Published by Elsevier Science Ltd. [References: 20]
机译:本文使用最近提出的广义微分正交规则(GDQR)求解了结构梁受迫振动的偏微分方程(PDE)。 GDQR技术首先作为一个整体同时应用于空间和时间维度。在时间维度上不需要其他经典方法。本文的目的是公式化GDQR表达式和相应的显式加权系数,而显式加权系数的推导是微分正交方法中最重要的方面之一。应该强调的是,二维问题的GDQR表达式和权重系数不是一维问题的GDQR表达式和权重系数的直接应用,并且对于不同阶次的PDE而言,它们明显不同。以欧拉光束和季莫申科光束为例。获得准确的结果。所建议的过程可以应用于其他科学和技术学科中的问题,这些问题可以由在时间或空间维度上具有不同顺序的其他PDE所控制。 (C)2002由Elsevier Science Ltd.发布[参考:20]

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