共查询到16条相似文献,搜索用时 167 毫秒
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冲击扭矩作用下弹性圆柱壳中应力波导致的动力屈曲问题 总被引:4,自引:1,他引:3
圆柱壳的屈曲问题曾被许多力学工作者从不同的角度进行过研究.本文以半无限长弹性圆柱壳为研究对象,将冲击扭矩作用下圆柱壳的动力屈曲归结为由于扭转应力波的传播导致的分叉问题,最后将此分叉问题化为一个非线性方程组的求解,并对动力屈曲时横向惯性的影响进行了讨论,最后进行了数值分析,得到了一些有益的结论. 相似文献
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弹性圆柱壳扭转屈曲研究 总被引:4,自引:1,他引:3
本文给出两端固支的弹性圆柱壳扭转屈曲实验与理论计算结果.实验发现,对于较长的壳,其屈曲后的变形并不占据整个壳体的长度.另外在计算中仅考虑壳体的法向边界条件,而不考虑其周向和轴向边界条件,结果和Yamaki精确解以及本文实验结果相符较好,说明周向和轴向边界条件对圆柱壳的扭转屈曲影响较小. 相似文献
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加热弹性杆的热过屈曲分析 总被引:24,自引:4,他引:20
基于轴线可伸长细杆的过屈曲变形几何理论,建立了两端轴向不可移的均匀加热直杆热弹性过屈曲行为的精确数学模型.这是一个包含杆轴线弧长在内的多未知函数的强非线性一阶常微分方程两点边值问题.采用打靶法和解析延拓法直接数值求解上述非线性边值问题,分别获得了两端横向简支和夹紧杆的热过屈曲状态解,给出了具有不同细长比杆的热过屈曲平衡路径. 相似文献
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在受轴向周期扰动作用下双壁碳纳米管动力屈曲的研究 总被引:2,自引:0,他引:2
对双壁碳纳米管受轴向周期扰动的动力响应进行了研究.采用连续体模型研究双壁碳纳米管的动力屈曲问题,考虑了壁间van der Waals力和周围弹性介质对轴向动力屈曲的影响.给出了受轴向周期扰动的屈曲模型及临界应变和临界频率.发现双壁碳纳米管由于壁间van der Waals力的作用较单壁碳纳米管具有较低的临界应变.van der Waals力和周围弹性介质将影响双壁碳纳米管不稳定区,van der Waals力使受轴向周期性扰动的双壁碳纳米管的临界频率增大,周围弹性介质对双壁碳纳米管的临界频率影响不大. 相似文献
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大范围运动刚体上矩形薄板力学行为分析 总被引:1,自引:0,他引:1
采用Hamilton变分原理建立了大范围运动平板的动力学模型.从理论上证明了不同大范围运动状态下平板中既可存在动力刚化效应,也可存在动力软化效应,且动力软化效应还可使板的平衡状态发生分岔而失稳.采用假设模态法验证了理论分析结果并得到了分岔临界值和近似后屈曲解. 相似文献
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该文对阶梯柱的弹性屈曲问题进行了研究。首先基于改进Fourier级数法采用局部坐标逐段建立阶梯柱的位移函数表达式,然后由带约束的势能变分原理得到含屈曲荷载的线性方程组,利用线性方程组有非零解的条件把问题转化为矩阵特征值问题得到临界载荷,最后讨论方法中的参数取值,并把结果与已有文献和有限元的结果比较,从而验证方法的精度。所提模型在阶梯柱的两端和变截面处引入横向弹簧和旋转弹簧,通过改变弹簧的刚度值模拟不同的边界。所提方法在工程设计中能比较精确地确定各种弹性边界条件下阶梯柱的临界载荷。 相似文献
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本文在理想塑性直杆的动态屈曲分析中引入应变率效应,得到相应的动力学微分方程,求出了屈曲半波长,临界载荷和屈曲时间的表达式.讨论了应变率效应对杆的塑性动态屈曲的影响.并与文[4]的理论和试验结果作了比较. 相似文献
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圆柱壳在径向冲击载荷作用下的弹性脉冲屈曲 总被引:2,自引:0,他引:2
当圆柱壳承受径向脉冲载荷时,如果其径厚比大于一特定值,圆柱壳将产生弹性动力屈曲.本文根据有关实验结果,假定变形模态,采用Lagrange方法分析了有限长薄圆柱壳(a/h=480)在余弦冲击载荷作用下的弹性脉冲动力屈曲.导出了动力屈曲方程组,借助数值方法求解方程,并与有关计算结果进行了比较. 相似文献
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Secondary Buckling Analysis of Thin Rectangular Plates Based on the Wavelet Galerkin Method北大核心CSCD 下载免费PDF全文
Application of the wavelet Galerkin method (WGM) to numerical solution of nonlinear buckling problems was studied with classical elastic thin rectangular plates. First, the discretized scheme of the von Kármán equation were introduced, then a simple calculation approach to the Jacobian and Hessian matrices based on the WGM was proposed, and the wavelet discretized scheme-based eigenvalue equation method, the extended equation method and the pseudo arc-length method for nonlinear buckling analysis were discussed. Second, the secondary post-buckling equilibrium paths of elastic thin rectangular plates and the effects of aspect ratios, boundary conditions and bi-directional compression on the mode jumping behaviors, were discussed in detail. Numerical results show that, the WGM possesses good convergence for solving buckling loads on rectangular plates, and the obtained equilibrium paths are in good agreement with those from the stability experiments, the 2-step perturbation method and the nonlinear finite element method. Given the feasibility of combination with different bifurcation computation methods, the WGM makes an efficient spatial discretization method for complex nonlinear stability problems of typical plates and shells. © 2023 Editorial Office of Applied Mathematics and Mechanics. All rights reserved. 相似文献
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A solution for the elastic and inelastic local buckling of flat rectangular plates with centerline boundary conditions subjected to non-uniform in-plane compression and shear stress is presented. The loaded edges are simply supported, the longitudinal edges may have any boundary conditions and the centerline is simply supported with a variable rotational stiffness. The Galerkin method, an effective method for solving differential equations, is applied to establish an eigenvalue problem. In order to obtain plate buckling coefficients, combined trigonometric and polynomial functions that satisfy the boundary conditions are used. The method is programmed, and several numerical examples including elastic and inelastic local buckling, are presented to illustrate the scope and efficacy of the procedure. The variation of buckling coefficients with aspect ratio is presented for various stress gradient ratios. The solution is applicable to stiffened plates and the flange of the I-shaped beams that are subjected to biaxial bending or combined flexure and torsion and shear stresses, and is important to estimate the reduction in elastic buckling capacity due to stress gradient. 相似文献