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Modeling and experimental validation of a sandwich plate with isotropic face plates and viscoelestic core

机译:具有各向同性面板和粘弹性芯的夹心板的建模和实验验证

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Abstract: We analyze and experimentally validate an analysis of a sandwich plate structure, where anisotropic face plates sandwich a viscoelastic core. Existing analytical models have been modified to incorporate piezo-actuation in anisotropic and 3-layered thin plates, using the variational energy method. The 3-layered sandwich consists of anisotropic face- plates with surface bonded piezo-electric actuators, and a viscoelastic core. The analysis includes the membrane and transverse energies in the face plates, and shear in the viscoelastic core. A constant, complex shear modulus was used for the dissipative core, thus frequency and temperature dependence of viscoelastic properties is neglected in this model. Simplified forms of the equations are stated based on neglecting shear in face-plates. Experiments were conducted on sandwich plates with aluminum face-plates under clamped boundary conditions to validate the simplified model. Symmetric and asymmetric sandwiches were tested. The maximum error in the first eight natural frequency predictions obtained via the assumed modes solution is less than 10%. Analytical studies on the influence of the number of assumed modes in the Galerkin approximation, and the core storage modulus variation, were conducted. The importance of the in- plane extension modes in sandwich plate analysis was demonstrated. Error in the first natural frequency is nearly 100% when in-plane modes are ignored; error reduces and converges to 6.7% as number of modes is increased to 16 in each of the in-plane directions for each face plate. !17
机译:摘要:我们分析并实验验证了夹层板结构的分析,其中各向异性面板夹有粘弹性芯。现有的分析模型已经过修改,可以使用变分能量方法将压电致动技术整合到各向异性和三层薄板中。三层夹层结构由带有表面粘合压电致动器的各向异性面板和粘弹性芯组成。分析包括面板中的薄膜和横向能量,以及粘弹性芯中的剪切力。耗散芯使用恒定的复数剪切模量,因此在该模型中忽略了粘弹性的频率和温度依赖性。方程的简化形式是基于忽略面板中的剪切力而得出的。在夹层边界条件下,在带有铝面板的夹心板上进行了实验,以验证简化的模型。测试了对称和非对称三明治。通过假定模式解获得的前八个自然频率预测中的最大误差小于10%。对Galerkin近似中假设模式数的影响以及堆芯储能模量变化进行了分析研究。证明了平面内扩展模式在夹心板分析中的重要性。当忽略面内模式时,第一固有频率中的误差接近100%。当在每个面板的每个面内方向上将模式数增加到16个时,误差减小并收敛到6.7%。 !17

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