共查询到17条相似文献,搜索用时 140 毫秒
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具有弹性夹层的文克勒地基上双层叠合梁的解 总被引:3,自引:0,他引:3
将双层叠合梁之间的接触状况拟合为一符合 Goodman假设的弹性夹层 ,导出了Winkler弹性地基上双层叠合梁的微分方程组及其解析解。通过引入“广义夹层反应模量”计入了夹层水平和竖向反力引起的梁截面的剪切和拉压形变效应 ,它有效地提高了计算精度 ,尤其是在双层梁结构有间断的场合。 相似文献
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弹性地基上双层叠合梁的解 总被引:4,自引:0,他引:4
将双层叠合梁之间的接触状况拟合为一符合Goodman假设的弹性夹层,导出了Win kler弹性地基上双层叠合梁的微分方程组及其解析解.通过引入“广义夹层反应模量”计入了夹层水平和竖向反力引起的梁截面的剪切和拉压形变效应,它有效地提高了计算精度,尤其是在双层梁结构有间断的场合. 相似文献
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具有水平摩阻力的弹性地基上梁的解 总被引:16,自引:0,他引:16
本文将Winkler地基模型加以推广,把地基视为具有水平和竖向反力的弹性支承体,进而讨论该地基梁的微分方程以及解.通过几个典型例子来考察地基水平反力对地基梁挠度和内力的影响 相似文献
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粘弹性地基上弹性梁的自由振动分析 总被引:7,自引:0,他引:7
本文将文克尔弹性地基梁模型中的弹簧用粘弹性元件来替代,建立了三元件文克尔粘弹性地基止粘弹性梁的静力和动力本构方程,求出了粘弹性地基上弹性梁的自由振动的级数解。并且对不同的振动情况进行讨论,最后给出了算例及结论。 相似文献
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基于非线性地基弹性梁屈曲传播的动态控制方程,考虑梁质量惯性的影响,用有限元和时间积分相结合的方法,计算了分析了止屈器对梁屈曲传播抑制的作用,止屈器是通过局部加大地基刚度加以模拟。研究表明:考虑动态得到的止屈效果和前人以准静态为前提的结果相比有明显不同。 相似文献
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关于弹性梁的数学模型 总被引:1,自引:0,他引:1
叙述和比较一维弹性体的两种不同建模方法, 即弹性梁的传统建模方法和基于Kirchhoff-Cosserat模型的建模方法. 应用精确Cosserat模型分析梁的三维运动. 考虑中心线的拉伸压缩变形、截面的剪切变形、截面转动的惯性和端部载荷影响等因素, 建立精确的弹性梁动力学方程. 讨论梁的静态和动态平衡稳定性. Kirchhoff杆、铁摩辛柯梁和欧拉--伯努利梁等为Cosserat模型在各种简化条件下的特例. 相似文献
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基于Biot动力控制方程,运用Fourier积分变换技术,并按照混合边值条件和连续条件建立了上覆单相弹性层饱和地基上弹性基础竖向振动的对偶积分方程.利用正交多项式将对偶积分方程化简,得到了动力柔度系数随无量纲频率b0的变化关系曲线,从而得到了上覆单相弹性层饱和地基上弹性基础的竖向振动规律.数值分析结果表明,对于弹性基础,当弹性基础的挠曲刚度较大时,发现弹性基础的竖向振动特性与刚性基础的类同,可忽略挠曲刚度对竖向振动的影响,且当无量纲频率较小的时候,动力柔度系数Cv随着无量纲频率b0的变化而发生显著的变化,但当无量纲频率b0较大的时候,动力柔度系数Cv受无量纲频率的影响较小,甚至基本上不受影响.当弹性基础的挠曲刚度较小时,随着挠曲刚度的减小,弹性基础的竖向振动将发生显著的变化,动力柔度系数Cv的实部和虚部的绝对值均变大. 相似文献
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The eigenvalue problems of the buckling loads and natural frequencies of a braced beam on an elastic foundation are investigated. The exact solutions for the eigenvalues are presented. The eigenvalues vary with the different parameters and are especially sensitive to the brace location. As the beam of a continuous system has infinite eigenvalues and these eigenvalues are influenced differently by a brace, the eigenvalues show rich variation patterns. Because these eigenvalues physically correspond to the structure buckling loads and natural frequencies, the study on the eigenvalues variation patterns can offer a design guidance of using a lateral brace of translation spring to strengthen the structure. 相似文献
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This paper deals with free vibration analysis of functionally graded thick circular plates resting on the Pasternak elastic foundation with edges elastically restrained against translation and rotation.Governing equations are obtained based on the first order shear deformation theory(FSDT) with the assumption that the mechanical properties of plate materials vary continuously in the thickness direction.A semi-analytical approach named differential transform method is adopted to transform the differential governing equations into algebraic recurrence equations.And eigenvalue equation for free vibration analysis is solved for arbitrary boundary conditions.Comparison between the obtained results and the results from analytical method confirms an excellent accuracy of the present approach.Afterwards,comprehensive studies on the FG plates rested on elastic foundation are presented.The effects of parameters,such as thickness-to-radius,material distribution,foundation stiffness parameters,different combinations of constraints at edges on the frequency,mode shape and modal stress are also investigated. 相似文献