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An exact spectral dynamic stiffness theory for composite plate-like structures with arbitrary non-uniform elastic supports, mass attachments and coupling constraints

机译:具有任意不均匀弹性支撑,质量附着和耦合约束的复合板状结构的精确谱动刚度理论

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This paper presents an exact spectral dynamic stiffness (SDS) theory for composite plates and plate assemblies with arbitrary non-uniform elastic supports, mass attachments and elastic coupling constraints. The theory treats the above supports, attachments and constraints in a sufficiently general, but accurate manner, which can be applied to various SDS formulations as well as classical dynamic stiffness formulations for both modal and dynamic response analysis. The methodology is concise but can be easily applied to complex plate-like structures with any arbitrary boundary conditions. It retains all the advantages of a recently developed SDS method which gives exact results with excellent computation efficiency. The results computed by the present theory are validated against published results. In order to demonstrate the practical applicability of the theory, three wide ranging engineering composite structures are investigated. For benchmarking purposes, results computed from the current theory are accurate up to the last figure quoted. (c) 2016 Elsevier Ltd. All rights reserved.
机译:本文提出了一种精确的谱动态刚度(SDS)理论,适用于具有任意非均匀弹性支撑,质量附着和弹性耦合约束的复合板和板组件。该理论以足够普遍但准确的方式对待上述支撑,附着和约束,可以将其应用于各种SDS公式以及用于模态和动态响应分析的经典动态刚度公式。该方法简明扼要,但可以轻松应用于具有任意边界条件的复杂板状结构。它保留了最近开发的SDS方法的所有优点,该方法可以以优异的计算效率提供精确的结果。通过本理论计算出的结果已针对发表的结果进行了验证。为了证明该理论的实际适用性,研究了三种广泛的工程复合结构。为了进行基准测试,从当前理论计算得出的结果是准确的,直到引用的最后一个数字。 (c)2016 Elsevier Ltd.保留所有权利。

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