Kerr地基上FGP夹芯板振动分析的一种新的有限元方法

IF 1.1 Q4 MECHANICS Curved and Layered Structures Pub Date : 2023-01-01 DOI:10.1515/cls-2022-0195
Ngoc-Tu Do, T. T. Tran, Q. Pham
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引用次数: 1

摘要

摘要基于Reddy的三阶剪切变形板理论(TSDT),提出了一种新的有限元方法来建立Kerr基础上功能梯度多孔夹层板的运动方程。虽然Reddy的TSDT很有吸引力,但由于难以满足零剪应力边界条件,因此在有限元分析中不能像预期的那样利用它。在本研究中,提出的单元有四个节点,每个节点有七个自由度。通过各种实例验证了该元件的性能,显示了其准确性和适用范围。然后,研究了不同输入参数对基于KF的FGP夹层板振动的影响。
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A new finite-element procedure for vibration analysis of FGP sandwich plates resting on Kerr foundation
Abstract This article provides a new finite-element procedure based on Reddy’s third-order shear deformation plate theory (TSDT) to establish the motion equation of functionally graded porous (FGP) sandwich plates resting on Kerr foundation (KF). Although Reddy’s TSDT is attractive, it cannot be exploited as expected in finite-element analysis due to the difficulties in satisfying the zero shear stress boundary condition. In this study, the proposed element has four nodes, each with seven degrees of freedom (DOF). The performance of this element is confirmed by conducting various examples, showing its accuracy and range of applications. Then, some studies are performed to present the effects of input parameters on the vibration of FGP sandwich plates resting on KF.
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来源期刊
CiteScore
2.60
自引率
13.30%
发文量
25
审稿时长
14 weeks
期刊介绍: The aim of Curved and Layered Structures is to become a premier source of knowledge and a worldwide-recognized platform of research and knowledge exchange for scientists of different disciplinary origins and backgrounds (e.g., civil, mechanical, marine, aerospace engineers and architects). The journal publishes research papers from a broad range of topics and approaches including structural mechanics, computational mechanics, engineering structures, architectural design, wind engineering, aerospace engineering, naval engineering, structural stability, structural dynamics, structural stability/reliability, experimental modeling and smart structures. Therefore, the Journal accepts both theoretical and applied contributions in all subfields of structural mechanics as long as they contribute in a broad sense to the core theme.
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