共查询到20条相似文献,搜索用时 692 毫秒
1.
In present work, an effective method to research geometrically nonlinear free vibrations of elements of thin-walled constructions that can be modeled as laminated shallow shells with complex planform is applied. The proposed method is numerical–analytical. It is based on joint use of the R-functions theory, variational methods, Bubnov–Galerkin procedure and Runge–Kutta method. The mathematical formulation of the problem is performed in a framework of the refined first-order shallow shells theory. To implement the developed method, appropriate software was developed. New problems of linear and nonlinear vibrations of laminated shallow shells with clamped cutouts are solved. To confirm reliability of the obtained results, their comparison with the ones known in the literature is provided. Effect of boundary conditions is studied. 相似文献
2.
3.
Elasto-plastic buckling of orthotropic laminated plates, which include interfacial damage, is analyzed in detail. Firstly,
a novel mixed hardening yield criterion, as an improvement of Hill’s counterpart, is proposed for the orthotropic materials
on the basis of the plastic theory. And differing from Hill’s theory, the present yield criterion is related to the spherical
tensor of stress. Then, the incremental elasto-plastic constitutive relations of the mixed hardening orthotropic materials
are presented. Secondly, the incremental static equilibrium equations for laminated plates including interfacial damage are
established based on Von-Karman type theory and the principle of minimum potential energy. Finally, the elasto-plastic buckling
of laminated plates are solved by adopting the Galerkin method and iteration scheme. The numerical results show that buckling
of the plate occurs easier due to the existence of interfacial damage, and the critical load trends to constant when the interfacial
damage approaches a certain degree. Also, the effect of anisotropy on buckling is obvious and the analysis of elasto-plastic
buckling is necessary. 相似文献
4.
压电层合板热屈曲问题的精确分析 总被引:8,自引:0,他引:8
本文在作者们以前工作的基础上导出了热压电介弹性稳定性问题的控制微分方程,提出了热压电层合板热屈曲问题的数学和学解法。由于最后所得特征值问题的复杂性,热屈曲临界必须数值求解。文中对不同压电材非压电材料层构成的层合板作了具体计算,考虑了压电性对屈曲温度的影响。 相似文献
5.
6.
M.A. Biot 《International Journal of Solids and Structures》1974,10(4):419-451
The continuum mechanics of multilayered plates under initial stress is developed to include the case where some or all of the layers are constituted by thinly laminated materials with couple stresses. It is applicable to problems of buckling, dynamics and vibrations. This includes the evolution of viscoelastic creep buckling and vibration absorption. Results are obtained in two forms. One is derived from a rigorous analysis using the general theory of incremental deformations, the other provides drastic simplifications while retaining essential physical features which are consequences of the continuum behavior. Use of a particular definition of incremental stress is emphasized which is of special advantage in the type of problems under consideration. Corresponding variational principles are also formulated. Exact and approximate theories are compared both analytically and numerically. Excellent agreement is obtained. 相似文献
7.
8.
《International Journal of Solids and Structures》2002,39(7):1949-1965
A refined higher order shear deformation theory is used to investigate the dynamic instability associated with composite plates with delamination that are subject to dynamic compressive loads. Both transverse shear and rotary inertia effects are taken into account. The theory is capable of modeling the independent displacement field above and below the delamination. All stress free boundary conditions at free surfaces as well as delamination interfaces are satisfied by this theory. The procedure is implemented using the finite element method. Delamination is modeled through the multi-point constraint approach using the transformation matrix technique. For validation purposes, the natural frequencies and the critical buckling loads are computed and compared with three-dimensional NASTRAN results and available experimental data. The effect of delamination on the critical buckling load and the first two instability regions is investigated for various loading conditions and plate thickness. As expected, the natural frequencies and the critical buckling load of the plates with delaminations decrease with increase in delamination length. Increase in delamination length also causes instability regions to be shifted to lower parametric resonance frequencies. The effect of edge delamination on the static and dynamic stability as well as of delamination growth is investigated. 相似文献
9.
The creep buckling and post-buckling of the laminated piezoelectric viscoelastic functionally graded material (FGM) plates are studied in this research. Considering the transverse shear deformation and geometric nonlinearity, the Von Karman geometric relation of the laminated piezoelectric viscoelastic FGM plates with initial deflection is established. And then nonlinear creep governing equations of the laminated piezoelectric viscoelastic FGM plates subjected to an in-plane compressive load are derived on the basis of the elastic piezoelectric theory and Boltzmann superposition principle. Applying the finite difference method and the Newmark scheme, the whole problem is solved by the iterative method. In numerical examples, the effects of geometric nonlinearity, transverse shear deformation, the applied electric load, the volume fraction and the geometric parameters on the creep buckling and post-buckling of laminated piezoelectric viscoelastic FGM plates with initial deflection are investigated. 相似文献
10.
各向异性平板开孔动应力集中问题的研究 总被引:2,自引:0,他引:2
采用各向异性平板弯曲波动理论及摄动方法,对正交各向异性平板开孔弯曲波的散射及动应力集中问题进行了分析研究,得到了此种平板稳态弯曲波动问题的渐近形式的分析解。同时采用保角映射技术,为求解正交各向异性平板开孔弹性波的散射及动应力集中问题提供了一种统一规范的方法。 相似文献
11.
In this paper, the dynamic instability of thin laminated composite plates subjected to harmonic in-plane loading is studied based on nonlinear analysis. The equations of motion of the plate are developed using von Karman-type of plate equation including geometric nonlinearity. The nonlinear large deflection plate equations of motion are solved by using Galerkin’s technique that leads to a system of nonlinear Mathieu-Hill equations. Dynamically unstable regions, and both stable- and unstable-solution amplitudes of the steady-state vibrations are obtained by applying the Bolotin’s method. The nonlinear dynamic stability characteristics of both antisymmetric and symmetric cross-ply laminates with different lamination schemes are examined. A detailed parametric study is conducted to examine and compare the effects of the orthotropy, magnitude of both tensile and compressive longitudinal loads, aspect ratios of the plate including length-to-width and length-to-thickness ratios, and in-plane transverse wave number on the parametric resonance particularly the steady-state vibrations amplitude. The present results show good agreement with that available in the literature. 相似文献
12.
基于精确应力分析的广义六自由度板理论,应用变分原理和损伤力学中
的应变等效原理,考虑复合材料铺设层内和层间界面处的损伤效应,建立了具两种损伤模式
的复合材料层合板的三维非线性平衡微分方程,且运用有限差分法对考虑损伤简支层合梁板
的层间应力进行了求解. 相似文献
13.
含孔平板弹性波散射问题的复变函数方法 总被引:1,自引:0,他引:1
本文采用平板弯曲波动理论及复变函数方法,对平板开孔弹性波的散射及动应力集中问题进行了分析研究,得到了传播急剧记波时此种平板弯曲波动问题的分析解。若同时采用保角射技术,就为主解平板任意形状开孔弹性波的散射及动应力集中问题提供了一种统一规范的方法。作为算例,本文给出了平板开圆孔和椭圆孔附近的动应力集中系数的数值结果,并对其进行了讨论。 相似文献
14.
基于新的各向异性修正偶应力理论提出一个Mindlin复合材料层合板稳定性模型。该理论包含纤维和基体两个不同的材料长度尺度参数。不同于忽略横向剪切应力的修正偶应力Kirchhoff薄板理论,Mindlin层合板考虑横向剪切变形引入两个转角变量。进一步建立了只含一个材料细观参数的偶应力Mindlin层合板工程理论的稳定性模型。计算了正交铺设简支方板Mindlin层合板的临界载荷。计算结果表明该模型可以用于分析细观尺度层合板稳定性的尺寸效应。 相似文献
15.
A.J.M. Ferreira C.M.C. Roque E. Carrera M. Cinefra O. Polit 《European Journal of Mechanics - A/Solids》2011,30(4):559-570
In this paper, we propose a variation of the use of Murakami’s zig-zag theory for the analysis of laminated plates. The new theory accounts for through-the-thickness deformation, by considering a quadratic evolution of the transverse displacement with the thickness coordinate. The equations of motion and the boundary conditions are obtained by the Carrera’s Unified Formulation, and further interpolated by collocation with radial basis functions. This paper considers the analysis of static deformations, free vibrations and buckling loads on laminated composite plates. 相似文献
16.
《International Journal of Solids and Structures》2006,43(13):3983-4007
Various static and dynamic aspects of post-buckled thin plates, including the transition of buckled patterns, post-buckling dynamics, secondary bifurcation, and dynamic snapping (mode jumping phenomenon), are investigated systematically using asymptotical and non-stationary finite element methods. In part I, the secondary dynamic instability and the local post-secondary buckling behavior of thin rectangular plates under generalized (mechanical and thermal) loading is investigated using an asymptotic numerical method which combines Koiter’s nonlinear instability theory with the finite element technique. A dynamic multi-mode reduction method—similar to its static single-mode counterpart: Liapunov–Schmidt reduction—is developed in this perturbation approach. Post-secondary buckling equilibrium branches are obtained by solving the reduced low-dimensional parametric equations and their stability properties are determined directly by checking the eigenvalues of the resulting Jacobian matrix. Typical post-secondary buckling forms—transcritical, supercritical and subcritical bifurcations are observed according to different combinations of boundary conditions and load types. Geometric imperfection analysis shows that not only the secondary bifurcation load but also changes in the fundamental post-secondary buckling behavior are affected. The post-buckling dynamics and the global analysis of mode jumping of the plates are addressed in part II. 相似文献
17.
A semi-analytical approach for the geometrically non-linear analysis of rectangular laminated plates with general inplane and out-of-plane boundary conditions under a general distribution of out-of-plane loads is developed. The analysis is based on the elastic thin plate theory with geometrically non-linear von Kármán strains. The solution of the non-linear partial differential equations is reduced to an iterative sequential solution of non-linear ordinary differential equations using the multi-term extended Kantorovich method. The efficiency, accuracy, and convergence of the proposed method are examined through a comparison with other semi-analytical methods and with finite element analyses. The capabilities of the approach and its applicability to the non-linear large deflection analysis of plate structures are demonstrated through various numerical examples. Emphasis is placed on combinations of lamination, boundary, and loading conditions that cannot be analyzed using alternative semi-analytical methods. 相似文献
18.
19.
Shang Fulin Wang Zikun Li Zhonghua 《Acta Mechanica Solida Sinica》1997,10(2):95-107
In this paper,the governing differential equations of elastic stability problems in ther-mopiezoelectric media are deduced.The solutions of the thermal buckling problems for piezoelectriclaminated plates are presented in the context of the mathematical theory of elasticity.Owing to thecomplexity of the eigenvalue problem involved,the critical temperature values of thermal bucklingmust be solved numerically.The numerical results for piezoelectric/non-piezoelectric laminated platesare presented and the influence of piezoelectricity upon thermal buckling temperature is discussed. 相似文献
20.
Pedro Ribeiro 《Nonlinear dynamics》2012,70(2):1535-1548
Steady-state free vibrations, with large amplitude displacements, of variable stiffness composite laminated plates (VSCL) are analysed. The intentions of this research are: (1)?to find out how the natural frequencies and (mode) shapes evolve with the displacement amplitude in this new type of laminated composite material; (2)?to describe modal interactions in VSCL due to energy interchanges under the coupling induced by non-linearity; (3)?to compare the VSCL with traditional, constant stiffness, laminated plates. The VSCL of interest here have curvilinear fibres and the numerical analysis carried out is based on a recently developed p-version finite element with hierarchic basis functions. The element follows first-order shear deformation theory and considers Von Kármán??s non-linear terms. The time domain equations of motion are first reduced using the linear modes of vibration and then transformed to the frequency domain via the harmonic balance method. These frequency domain equations are solved by an arc-length continuation method. 相似文献