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Dynamical analysis for viscoelastic beam-columns with damage

机译:损伤的粘弹性梁柱的动力分析

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According to the constitutive model expressed by convolution method for viscoelastic solids with damage, the dynamic behaviors of a homogeneous, simple supported beam column, subjected to a periodic axial force is investigated under the case of small deflections. The equations of motion were derived as a set of linear integro-partial-dinferential equations, and were simplified into a set of linear integro-differential equations by the Galerkin method. The numerical methods in nonlinear dynamics, such as phase-trajectory diagrams, Poincare sections, time-path curves and bifurcation figures were used to solve the simplified system. It could be seen that there are plenty of dynamic properties for this kind of viscoelastic beam column under transverse harmonic loads. The influences of the material on the dynamic behavior of viscoelastic beam column with voids were investigated.
机译:根据用卷积法表示的损伤粘弹性固体的本构模型,研究了在较小挠度情况下,均布的简支梁柱在周期性轴向力作用下的动力特性。运动方程作为一组线性积分偏微分方程组导出,并通过Galerkin方法简化为一组线性积分微分方程组。非线性动力学的数值方法,例如相轨迹图,庞加莱截面,时间路径曲线和分叉图,被用来求解简化的系统。可以看出,在横向谐波载荷下,这种粘弹性梁柱具有很大的动力特性。研究了材料对具有空隙的粘弹性梁柱动力特性的影响。

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