考虑强电场的压电复合材料层合梁非线性热-电-力分析

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-02-15 Epub Date: 2024-12-13 DOI:10.1016/j.engstruct.2024.119457
Xuankai Guo , Yu Zhang , Yufan Wu , Yangyang Zhang , He Zhang , Chaofeng Lü
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引用次数: 0

摘要

为了准确预测压电层合复合材料(PLC)结构在热-电-机械载荷作用下的静动态行为,建立了考虑几何非线性和压电材料非线性(包括强电场非线性和温度依赖性)的综合非线性模型。基于压电非线性本构方程和von Kármán型几何非线性,推导了PLC梁在热电机电载荷作用下的非线性控制方程。文中通过数值算例验证了所提出的非线性模型,并在此基础上研究了几何非线性和材料非线性对PLC梁的静、动性能和主动控制的影响。结果表明,几何非线性和材料非线性对PLC梁的静动力分析有显著影响。因此,两者都应考虑,否则不能准确预测结构的行为,特别是在大的热-电-机械载荷下。
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Nonlinear thermo-electro-mechanical analysis of piezoelectric laminated composite beams considering strong electric field
In order to accurately predict the static and dynamic behaviors of piezoelectric laminated composite (PLC) structures under thermo-electro-mechanical loads, this paper develops a comprehensive nonlinear model considering both geometric nonlinearity and piezoelectric material nonlinearity which includes strong electric field nonlinearity and temperature dependence. Based on piezoelectric nonlinear constitutive equations and von Kármán type geometric nonlinearity, the nonlinear governing equations of PLC beams under thermo-electro-mechanical loads are derived. The proposed nonlinear model is validated by numerical examples in this paper, and then the effects of geometric nonlinearity and material nonlinearity on static behavior, dynamic behavior, and active control of PLC beams are investigated. The results demonstrate that both geometric nonlinearity and material nonlinearity significantly impact the static and dynamic analysis of PLC beams. Therefore, both should be taken into account otherwise the structural behaviors cannot be predicted accurately, particularly under large thermo-electro-mechanical loads.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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