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大挠度后屈曲倾斜梁结构的非线性力学特性 总被引:1,自引:0,他引:1
基于弹性梁的几何非线性大挠度屈曲理论,建立两端固定对称倾斜支撑梁结构的大挠度后屈曲控制微分方程,采用几何非线性隐式变形协调关系来表达强非线性超静定边值问题,得到描述倾斜梁大挠度后屈曲行为的精确解析解.采用数值方法求解含有第一、二类椭圆积分的强非线性微分方程,给出不同倾角梁结构从初始屈曲到后屈曲并发生两态跳转过程中的位形曲线及非线性刚度.根据最小能量原理和挠曲线拐点个数,分析对称屈曲模态与非对称屈曲模态之间相互跳转的内在联系及其对结构非线性刚度突变的影响,得到了屈曲模态之间的转换条件.跳转过程的数值仿真表明,倾斜支撑梁结构发生大挠度后屈曲时具有明显的双稳态特性且只出现低阶(1、2阶)屈曲模态,仿真计算结果与试验结果相一致. 相似文献
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《机械强度》2013,(5):646-651
研究电除尘器壳体结构的空间整体承载性能。用有限元方法进行壳体结构的特征值屈曲分析。根据壳体的施工和使用过程,考虑加载路径的影响,分三步施加荷载,进行完善壳体的承载能力非线性分析。将特征值屈曲模态和完善壳体结构的非线性极值点变形模态作为初始缺陷模态,进行带缺陷壳体的承载力非线性分析。特征值屈曲分析表明,结构的前60阶屈曲模态均为发生在立柱连接腹板、墙板和顶板的局部屈曲。完善壳体的非线性分析表明,结构的破坏主要由隔宽柱的弹塑性局部屈曲引起。带缺陷壳体的非线性分析表明,壳体对中间隔宽柱连接腹板上多处局部初始几何缺陷最为敏感,可使其承载力严重降低。电除尘器壳体的空间整体刚度较大,不会出现整体失稳破坏。壳体的失效是源于单个构件的破坏。单个构件失效后,壳体内不会发生内力重分布。工程中现行的平面分析设计方法是合理可行的。 相似文献
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斜直井中钻柱非线性屈曲分析的有限元增量加权迭代法 总被引:2,自引:0,他引:2
建立了直井中有重钻柱非线性屈曲平衡方程及相应的泛函表达式,构造了一种能避免发散并加速收敛的有限元增量加权迭代法求解斜直井中钻柱屈曲问题,首次采用直接求解非线性特征值的方法来分析钻柱屈曲问题。计算结果表明,井斜角和屈曲位移幅值中任意一项增大,钻柱的非线性屈曲临界载荷也随之增大,且呈非线性;重力线密度对屈曲载荷的影响与屈曲状态有关;井壁约束力和特征向量的幅值随屈曲位移幅值增大而增大;扭矩对屈曲的影响很小,可以略去。研究结果为实际钻井作业中屈曲载荷的确定提供了参考。 相似文献
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简支矩形屈曲薄板非线性振动特性及分叉分析 总被引:5,自引:0,他引:5
本文分析参数激励下简支矩形屈曲薄板非线性振动特性及分叉行为。讨论板的几何参数、激励参数对分叉行为的影响。用Manikov法分析全局分叉。 相似文献
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采用有限元法分析了碟形封头在外压作用下的屈曲问题。通过静力学分析观察碟形封头内部的应力分布情况以判断封头发生屈曲的位置,并使用Newton—Raphson法和弧长法对封头进行非线性屈曲分析,追踪碟形封头发生屈曲失稳前后过程,获取其典型的结构特征。最后将稳定安全系数引入到有限元分析结果的处理中,从而得到可以在工程中应用的许用外压载荷。整个分析方法和结论对碟形封头的设计和校核具有实际的工程意义。 相似文献
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Chaotic dynamic analysis of viscoelastic plates 总被引:1,自引:0,他引:1
The dynamic buckling of viscoelastic plates with large deflection is investigated in this paper by using chaotic and fractal theory. The material behavior is given in terms of the Boltzmann superposition principle. In order to obtain accurate computation results, the nonlinear integro-differential dynamic equation is changed into an autonomic four-dimensional dynamical system. The numerical time integrations of equations are performed by using the fourth-order Runge–Kutta method. And the Lyapunov exponent spectrum, the fractal dimension of strange attractors and the time evolution of deflection are obtained. The influence of geometry nonlinearity and viscoelastic parameter on the dynamic buckling of viscoelastic plates is discussed. 相似文献
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以塔式起重机的金属结构为主要研究对象,借助有限元平台,从简单杆件的分析入手获得了可行的线性屈曲与非线性屈曲分析的方法与流程,进而以此为基础从不同侧面对塔机桁架结构的屈曲问题进行了详细分析.研究结果表明:考虑载荷偏心和初始位移非线性屈曲分析的结果要比线性特征值屈曲分析的结果更符合实际状态.在塔机上计算时只考虑5%的载荷偏心就使结果比原来小了33%,而在实际情况中由于小车轨道不平、风载荷等原因引起的载荷偏心可能会更严重. 相似文献
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工程中通常采用有限元中的线性屈曲方法和非线性屈曲方法来求解壳体的屈曲载荷。对于复杂结构(如钢安全壳),若直接采用非线性屈曲方法求解,除计算工作量大外,还不容易得到符合实际要求的临界载荷。因此,工程中常通过线弹性方法来获得符合实际要求的临界载荷。介绍了壳体屈曲的线弹性理论解,然后利用ANSYS软件求解圆柱壳受轴向和侧向外压的屈曲载荷,并与理论解进行了对比;最后通过对比前人的试验结果与线弹性理论得到的上临界值来剖析"能力减弱系数"的含义和合理性。结果表明:采用线弹性方法来求解壳体屈曲问题是可行的,但必须进一步考虑"能力减弱系数"、"安全系数"和"塑性折减系数"后才能得到工程上所需的临界屈曲载荷值。 相似文献
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Huaiwei Huang 《International Journal of Mechanical Sciences》2009,51(7):500-507
Based on the nonlinear large deflection theory of cylindrical shells as well as the Donnell assumptions, this paper presents nonlinear buckling and postbuckling analyses for axially compressed functionally graded cylindrical shells by using the Ritz energy method and the nonlinear strain-displacement relations of large deformation. The material properties of the shells vary smoothly through the shell thickness according to a power law distribution of the volume fraction of constituent materials. Meanwhile, by taking into account the temperature-dependent material properties, various effects of external thermal environment are also investigated. Numerical results show various effects of the inhomogeneous parameter, dimensional parameters and external thermal environments on nonlinear buckling and postbuckling behaviors. There is a mode-jumping observed after buckling. The present theoretical results are verified by those in the literature. 相似文献
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This paper presents a theoretical analysis for the various kinds of buckling behaviour of infinitely long laminated cylindrical shallow shells subjected to lateral uniform pressure. The exact solutions of the nonlinear equilibrium equations, in which first-order shear deformation is included, are obtained and the buckling criteria corresponding to different kinds of buckling are constructed taking into account the effects of the transverse shear deformation. 相似文献
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Wrinkling is one of the major defects in sheet metal products and may also play a significant role in the wear of the tool. The initiation and growth of wrinkles are influenced by many factors such as stress ratios, mechanical properties of the sheet material, geometry of the workpiece, contact condition, etc. It is difficult to analyze the wrinkling initiation and growth considering all the factors because the effects of the factors are very complex and the wrinkling behavior may show a wide scatter of data even for small deviations of factors. In this study, the bifurcation theory is introduced for the finite element analysis of wrinkling initiation and growth. All the above-mentioned factors are conveniently considered by the finite element method. The wrinkling initiation is found by checking the determinant of the stiffness matrix at each iteration and the wrinkling behavior is analyzed by successive iteration with the perturbed guess along the eigenvector. The effect of magnitude of perturbation on the wrinkling behavior can be avoided by the Newton-type iteration method. The finite element formulation is based on the incremental deformation theory and elastic-plastic material modeling. The finite element analysis is carried out using the continuum-based resultant shell elements considering the anisotropy of the sheet metal. For the verification of the analysis, the postbuckling of columns and circular plates are analyzed by finite element analysis using the bifurcation algorithm introduced in the study, and the results are compared with the exact solutions. In order to investigate the effects of geometry and stress ratio on the wrinkling initiation and growth, a modified Yoshida buckling test is proposed as an improved effective buckling test. In the modified Yoshida buckling test, the dimensions of the sheet specimen are varied to change the stress ratio and the degree of constraint. The finite element analysis is carried out for the modified Yoshida buckling test and compared with the experimental results. 相似文献