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中文核心期刊

压电智能功能梯度夹芯结构高精度理论模型与主动控制

HIGH PRECISION MODEL AND ACTIVE CONTROL FOR PIEZOELECTRIC INTELLIGENT FUNCTIONALLY GRADIENT SANDWICH STRUCTURES

  • 摘要: 本文发展了一种能精确预测含压电层的层合结构和含压电层的功能梯度夹芯结构力电行为的精化高阶理论. 此模型位移场使用Reddy型整体−局部高阶理论, 满足层间位移和应力连续条件以及自由表面边界条件; 电势使用Layerwise分层理论, 即对于压电层较薄的结构, 电势在厚度方向可假设为线性分布. 运用Hamilton原理和主动控制原理, 推导了含阻尼压电功能梯度板系统的控制方程. 基于精化高阶理论, 构建了等几何分析方法, 对压电层合结构弯曲行为进行了分析, 并验证了精化高阶理论的有效性. 此外, 探究了铺层角度和功能梯度系数对压电功能梯度层合结构弯曲行为的影响规律, 即结构中心点挠度随铺层角度或功能梯度系数增大而减小; 功能梯度系数在0 ~ 5之间时, 功能梯度系数对弯曲行为的影响比铺层角度对弯曲行为的影响更加显著. 最后分析了无阻尼压电功能梯度板的动力学响应. 当系统的速度反馈增益系数为零时, 结构做无衰减震荡; 当速度反馈增益系数增大时, 结构震荡幅度衰减加快, 衰减所需时间减少, 从而实现了无阻尼结构受迫振动的振动主动控制.

     

    Abstract: In this paper, a refined higher-order theory was developed which can accurately calculate the electromechanical behavior of laminated structures with piezoelectric layer (LSP) and functional gradient sandwich structures with piezoelectric layer (FGSSP). The Reddy-type global-local higher-order theory (RGLHT) was used in the displacement field, which satisfies continuity conditions of displacements and stresses at interfaces and the free surface boundary conditions. Layerwise theory was used in the potential field, which means that for structures with thin piezoelectric layers, the potential can be assumed to be linear distribution through the thickness direction. With the use of Hamilton's principle and active control principle, the motion control equation of functional gradient structures with piezoelectric layer with damping was derived. Based on the refined higher-order theory, an isogeometric analysis (IGA) method was constructed. Firstly, the bending behavior of a LSP was analyzed, so that the effectiveness of the refined higher-order theory has been verified. Subsequently, influence laws of ply angles and functional gradient coefficients on the bending behavior of a FGSSP was further investigated, in which the deflection at the center point of the structure decreases with increase of the ply angles or the functional gradient coefficients. When the functional gradient coefficients are taken from 0 to 5, influence of the functional gradient coefficients on bending behavior is more significant than that of the ply angles. Finally, the dynamic response of an undamped functional gradient structure with piezoelectric layer was analyzed. The results indicated that when the speed feedback gain coefficient of the system is zero, the structure will oscillate without attenuation. When the gain coefficient of velocity feedback is increased, the attenuation of structural oscillation amplitude is accelerated, and the time required for attenuation is decreased, so the active control of forced vibration of the undamped structure was achieved by adjusting the speed feedback gain coefficient.

     

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