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Dynamic relaxation large deflection analysis of non-axisymmetric circular viscoelastic plates

机译:非轴对称圆形粘弹性板的动力松弛大挠度分析

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摘要

Dynamic relaxation (DR) non-linear shear deformable governing equations for non-axisymmetric circular viscoelastic plates are presented. Combined bending and stretching of the plate are taken into account via the non-linear equilibrium equations together with the effect of transverse shear using higher-order shear deformation theories. Consequently, five equilibrium equations for plate element are obtained. The non-linear strain-displacement equations with third-order displacement fields are used. The constitutive equations are presented for the viscoelastic material which is modeled as the standard linear solid-type material. The limiting process technique is used to eliminate the singularity at the centre. The numerical results are obtained using the DR method together with the finite difference discretization technique. The numerical results are compared with finite element generated results using a first-order shear deformation theory. The correlations are very satisfactory. New dimensionless deflections, stress resultants and stress couples are computed and presented for axisymmetric circular plates. Finally, by decreasing the relaxation time the deflections increase and so does the DR convergence rate.
机译:提出了非轴对称圆形粘弹性板的动态松弛(DR)非线性剪切变形控制方程。使用非线性高阶剪切变形理论,通过非线性平衡方程以及横向剪切的影响,考虑了板的组合弯曲和拉伸。因此,获得了五个板单元平衡方程。使用具有三阶位移场的非线性应变位移方程。给出了粘弹性材料的本构方程,该模型被建模为标准线性固体型材料。限制处理技术用于消除中心的奇异性。使用DR方法和有限差分离散技术可以得到数值结果。使用一阶剪切变形理论将数值结果与有限元生成的结果进行比较。相关性非常令人满意。计算并给出了轴对称圆板的新的无量纲挠度,应力合力和应力偶。最后,通过减少弛豫时间,挠度增加,DR收敛速度也增加。

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