共查询到19条相似文献,搜索用时 578 毫秒
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含基体横向损伤的黏弹性板的蠕变后屈曲分析 总被引:2,自引:0,他引:2
基于Schapery三维黏弹性损伤本构关系,引入沈为和Kachanov损伤演化方程,建立了基体横向损伤的纤维单一方向铺设黏弹性板的损伤模型;应用von Karman板理论,导出了考虑损伤效应的具初始挠度的纤维单一方向铺设黏弹性矩形板的非线性压屈平衡方程. 对未知变量在空间上采用差分法离散,时间上采用增量算法和Newton-Cotes积分法离散,控制方程被迭代求解. 算例中讨论了损伤以及有关参数对黏弹性复合材料板后屈曲行为的影响,且与已有文献的结果进行了比较. 数值结果表明:随着外载荷或者初始挠度的增大,板后屈曲趋于稳定时的挠度就愈大,损伤的影响愈明显;而随着长宽比的增大,板后屈曲趋于稳定时的挠度愈小,损伤的影响却随之增大. 相似文献
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非线性弹性基础上矩形板热后屈曲分析 总被引:1,自引:0,他引:1
给出非线性弹性基础上矩形板在均匀和非均匀(抛物型)热分布作用下的后屈曲分析。采用摄动——Galerkin混合法给出完善和非完善矩形板热屈曲载荷和热后屈曲平衡路径。数值计算结果表明,非线性弹性基础上矩形板具有不稳定的热后屈曲平衡路径,且对初始几何缺陷是敏感的 相似文献
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本文是在矩形板后屈曲平衡路径已经确定的基础上,运用能量法和参数摄动法研究矩形板二次屈曲和二次分枝点的问题。本文提出用特征方程描述矩形板二次屈曲的方法,对具有后屈曲稳定性态弹性结构的二次屈曲分析有一定的普遍意义。 相似文献
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分数阶微分型双参数黏弹性地基矩形板受荷响应 总被引:5,自引:0,他引:5
基于考虑水平剪切变形和竖向压缩变形的双参数地基模型,利用分数阶微分建立了黏弹性地基上矩形薄板荷载作用下的挠度方程;根据弹性-黏弹性对应原理,通过Laplace变换将四边简支矩形板弹性问题的解推广求解分数阶微分黏弹性问题;通过算例表明分数阶微分型黏弹性模型比经典黏弹性模型的适应性,并分析了模型参数对挠度-时间关系的影响. 相似文献
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无拉力弹性地基上矩形薄板的屈曲/后屈曲问题是板壳力学中一类重要课题,在工程中有着大量应用.因涉及接触非线性,目前主要采用数值方法对该类问题进行求解,发展具有重要基准价值的解析方法是当前面临的一项挑战.针对上述问题,本文将板划分为若干包含强制边界条件的板,形成子问题,在辛空间下利用分离变量与辛本征展开对子问题进行解析求解,通过子问题边界处的连续条件确定板与地基的接触状态;通过迭代求解上述过程,获得子问题划分的收敛结果,并得到最终屈曲载荷及模态.结果表明,无拉力弹性地基与Winkler地基上板的屈曲行为存在显著差异,且无拉力弹性地基的刚度对板的屈曲载荷与屈曲模态均有重要影响.在此基础上,结合Koiter摄动法与辛方法,对无拉力弹性地基上矩形板的后屈曲问题进行求解,获得板的后屈曲平衡路径.所得到的屈曲与后屈曲分析结果均与有限元计算结果吻合良好,确认了本文结果的正确性.由于本文方法数学推导严格,求解效率高,因此不仅为研究无拉力弹性地基上矩形薄板的屈曲/后屈曲行为提供了一种有价值的理论工具,更有望拓展至更多复杂板壳力学问题的求解. 相似文献
6.
中面内边界条件对圆柱曲板弹性屈曲的影响 总被引:1,自引:0,他引:1
本文利用统一的三角级数,通过待定系数向量将矩形圆柱曲板的屈曲形态离散化,每个边界引入三个弹性边界约束参数,利用位能原理和反迭代法,确定均匀轴压、侧压、剪切及组合加载时曲板的分支屈曲临界载荷和屈曲形态,研究了在一些典型边界条件下曲率参数的影响,以及弹性边界条件时边界弹性参数的影响。 相似文献
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多孔功能梯度材料(FGM)构件的特性与孔隙率和孔隙分布形式有密切关系。本文基于经典板理论,考虑不同孔隙分布形式时修正的混合率模型,研究Winkler弹性地基上四边受压多孔FGM矩形板的自由振动与临界屈曲载荷特性。首先利用Hamilton原理和物理中面的定义推导Winkler弹性地基上四边受压多孔FGM矩形板自由振动的控制微分方程并进行无量纲化,然后应用微分变换法(DTM)对无量纲控制微分方程和边界条件进行变换,得到计算无量纲固有频率和临界屈曲载荷的代数特征方程。将问题退化为孔隙率为零时的FGM矩形板并与已有文献进行对比以验证其有效性。最后计算并分析了梯度指数、孔隙率、地基刚度系数、长宽比、四边受压载荷及边界条件对多孔FGM矩形板无量纲固有频率的影响以及各参数对无量纲临界屈曲载荷的影响。 相似文献
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利用粘弹性微分型本构关系和薄板理论,对线性变厚度粘弹性矩形薄板建立了在切向均布随从力作用下的运动微分方程,采用微分求积法研究了在随从力作用下线性变厚度粘弹性矩形薄板的稳定性问题,具体对对边简支对边固支和三边简支一边固支条件下体变为弹性、畸变服从Kelvin-Voigt模型的变厚度粘弹性矩形板在随从力下的广义特征值问题进行了求解,分析了薄板的长宽比、厚度比及材料的无量纲延滞时间的变化对随从力作用下矩形薄板的失稳形式及相应的临界荷载的影响. 相似文献
13.
A THREE-DIMENSIONAL SOLUTION FOR LAMINATED ORTHOTROPIC RECTANGULAR PLATES WITH VISCOELASTIC INTERFACES 总被引:2,自引:2,他引:0
Yan Wei Ying Ji Chen Weiqiu 《Acta Mechanica Solida Sinica》2006,19(2):181-188
When a body consists completely or even partly of viscoelastic materials, its response under static loading will be time-dependent. The adhesives used to glue together single plies in laminates usually exhibit a certain viscoelastic characteristic in a high temperature environment. In this paper, a laminated orthotropic rectangular plate with viscoelastic interfaces, described by the Kelvin-Voigt model, is considered. A power series expansion technique is adopted to approximate the time-variation of various field quantities. Results indicate that the response of the laminated plate with viscoelastic interfaces changes remarkably with time, and is much different from that of a plate with spring-like or viscous interfaces. 相似文献
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This article deals with solutions of transient vibration of a rectangular viscoelastic orthotropic thin 2D plate for particular deformation models according to Flu¨gge and Timoshenko-Mindlin.The linear model,a general standard viscoelastic body,of the rheologic properties of a viscoelastic material was applied.The time and coordinate curves of the basic quantities displacement,rotation,velocity,stress and deformation are compared.The results obtained by an approximate analytic method are compared with numerical results for 3D plate generated by FEM application and with experimental investigation. 相似文献
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International Applied Mechanics - The problem of forced resonant vibrations and stationary, as well as nonstationary dissipative heating of a prestressed viscoelastic elastomeric rectangular plate... 相似文献
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The effects of a piezoelectric layer on the stability of viscoelastic plates subjected to the follower forces are evaluated. The differential equation of motion of the viscoelastic plate with the piezoelectric layer is formulated using the two-dimensional viscoelastic differential constitutive relation and the thin plate theory. The weak integral form of the differential equations and the force boundary conditions are obtained. Using the element-free Galerkin method, the governing equation of the viscoelastic rectangular plate with elastic dilatation and Kelvin–Voigt distortion is derived, subjected to the follower forces coupled with the piezoelectric effect. A generalized complex eigenvalue problem is solved, and the force excited by the piezoelectric layer due to external voltage is modeled as the follower tensile force; this force is used to improve the stability of the non-conservative viscoelastic plate. For the viscoelastic plate with various boundary conditions, the results for the instability type and the critical loads are presented to show the variations in these factors with respect to the location of the piezoelectric layers and the applied voltages. The stability of the viscoelastic plates can be effectively improved by the determination of the optimal location for the piezoelectric layers and the most favorable voltage assignment. 相似文献
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An exact solution procedure is formulated for the stability analysis of viscoelastic rectangular plate with two opposite edges simply supported and other two edges clamped as well as the viscoelastic rectangular plate with one edge clamped and other three edges simply supported under the action of tangential follower force. Firstly, by assuming the transverse displacement (W) as independent functions which automatically satisfies the simply supported boundary conditions, the governing partial differential equation is reduced to an ordinary differential equation with variable coefficients. Then, by the normalized power series method and applying the boundary conditions yield the eigenvalue problem of finding the roots of a fourth-order characteristic determinant. The results show that the aspect ratio λ and the dimensionless delay time H have great effects on the types of instability and the critical loads of the viscoelastic plates. 相似文献
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B. Kh. Eshmatov Kh. Eshmatov D. A. Khodzhaev 《Journal of Applied Mechanics and Technical Physics》2013,54(4):578-587
The problem of flutter of viscoelastic rectangular plates and cylindrical panels with concentrated masses is studied in a geometrically nonlinear formulation. In the equation of motion of the plate and panel, the effect of concentrated masses is accounted for using the δ-Dirac function. The problem is reduced to a system of nonlinear ordinary integrodifferential equations by using the Bubnov-Galerkin method. The resulting system with a weakly singular Koltunov-Rzhanitsyn kernel is solved by employing a numerical method based on quadrature formulas. The behavior of viscoelastic rectangular plates and cylindrical panels is studied and the critical flow velocities are determined for real composite materials over wide ranges of physicomechanical and geometrical parameters. 相似文献
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The active damping of the resonant vibrations of a hinged flexible viscoelastic rectangular plate with distributed piezoelectric
sensors and actuators is considered. It is shown that it is possible to considerably decrease the amplitude of resonant vibrations
by choosing the appropriate feedback factor. The collective effect of geometrical nonlinearity and dissipative properties
of the material on the effectiveness of active damping of the resonance vibrations of rectangular plates with sensors and
actuators is analyzed 相似文献