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针对等厚度薄板的弯曲问题,研究人员已给出了基于不同数值算法的经典数值解。针对变厚度薄板弯曲问题的解答较少,且以有限元数值模拟计算为主,计算耗时较大。本文基于广义积分变换原理建立了求解变厚度等效系统的广义积分变换算法,分析了线性和二次变化的变厚度板在多种边界条件下的弯曲问题,利用文献已发表结果同本文建立的广义积分变换解进行验证。计算结果表明,本文建立的基于广义积分变换的变厚度板弯曲求解方法具有较高准确性。同时,通过参数化分析手段,分别利用广义积分变换方法和有限元数值模拟方法讨论了不同边界约束和长宽比等条件对中心点处挠度的影响,计算结果具有较好的一致性,证明本文建立的广义积分变换方法可用于求解变厚度板弯曲问题,且具有较高的准确性。 相似文献
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带源参数的二维热传导反问题的无网格方法 总被引:1,自引:1,他引:1
利用无网格有限点法求解带源参数的二维热传导反问题,推导了相应的离散方程. 与
其它基于网格的方法相比,有限点法采用移动最小二乘法构造形函数,只需要节点信息,不
需要划分网格,用配点法离散控制方程,可以直接施加边界条件,不需要在区域内部求积分.
用有限点法求解二维热传导反问题具有数值实现简单、计算量小、可以任意布置节点等优点.
最后通过算例验证了该方法的有效性. 相似文献
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外界载荷作用下复合材料薄板的弯曲行为是工程重点关注的问题之一。针对各向同性和正交各向异性的薄板弯曲问题,研究人员已给出了经典数值解。由于计算的复杂性,针对各向异性薄板弯曲问题的解答较少。本文从薄板弯曲问题的控制方程出发,建立符合该问题的辅助特征方程,并确定相应的特征值和特征函数。利用广义积分变换的思想,建立了求解非正交铺层条件下各向异性薄板弯曲问题的数值算法,给出了各向异性薄板弯曲的精确解。与其他文献结果比较发现,该方法具有较好的收敛性和准确性。 相似文献
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《应用力学学报》2020,(1)
构造带有补充项的双重正弦傅里叶级数作为振型函数通解,来研究混合边界约束多层矩形薄板的自由振动特性。考虑振型函数中待定常数的物理意义,再结合多层矩形薄板的边界条件,简化得到了具体混合边界约束多层矩形薄板的振型函数。结合控制方程、未用的边界条件和协调条件,建立了求解频率的解析方程组,将其转化为广义特征值问题求其量纲为一的频率。选取参数计算并与文献结果进行了对比,二者吻合良好,证明了本文所采用方法以及提出通解的正确性。该通解不但可以满足多层矩形薄板的任意边界约束条件,而且其中的各个待定常数具有明确的物理意义,同时该通解也能用于研究多层矩形薄板的弯曲和稳定问题,从而使得多层矩形薄板问题的求解简单化、统一化、规律化。 相似文献
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在同一界面的不同区域具有多种边界条件, 称之为混合边界, 这是一个熟知的力学问题. 对这类问题进行精确分析时, 必须要进行混合边值问题的求解. 而对于一般的三维非轴对称情形, 混合边值问题的求解往往存在数学困难. 本文利用Hilbert定理和双重Fourier变换, 给出了一种求解三维非轴对称混合边值问题的解析方法, 利用该方法对具有混合透水边界的饱和多孔地基上矩形板的振动弯曲进行了解析研究(板与地基接触面为不透水边界, 其余为透水边界). 首先, 基于Kirchhoff理论和Biot多孔介质理论建立矩形板与饱和多孔地基的动力控制方程, 进行耦合求解. 针对板土接触面和非接触面的混合边值问题, 采用双重Fourier变换构造出两对二维对偶积分方程, 以接触应力和接触面孔隙压力为基本未知量, 用Jacobi正交多项式将未知量展开, 再利用Schmidt法对二维对偶积分方程完成求解, 最终推导出板土系统在动力作用下的位移和应力解析式. 通过将本文计算模型退化为单一弹性地基, 与已有研究结果进行对比, 验证了本文方法的正确性和有效性. 最后, 通过数值算例, 对饱和多孔地基上矩形板的动力响应及参数影响做出分析和讨论. 此外, 本文提出的解析法具有一般性, 可广泛应用于复杂接触问题和多场耦合问题的求解. 相似文献
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在同一界面的不同区域具有多种边界条件, 称之为混合边界, 这是一个熟知的力学问题. 对这类问题进行精确分析时, 必须要进行混合边值问题的求解. 而对于一般的三维非轴对称情形, 混合边值问题的求解往往存在数学困难. 本文利用Hilbert定理和双重Fourier变换, 给出了一种求解三维非轴对称混合边值问题的解析方法, 利用该方法对具有混合透水边界的饱和多孔地基上矩形板的振动弯曲进行了解析研究(板与地基接触面为不透水边界, 其余为透水边界). 首先, 基于Kirchhoff理论和Biot多孔介质理论建立矩形板与饱和多孔地基的动力控制方程, 进行耦合求解. 针对板土接触面和非接触面的混合边值问题, 采用双重Fourier变换构造出两对二维对偶积分方程, 以接触应力和接触面孔隙压力为基本未知量, 用Jacobi正交多项式将未知量展开, 再利用Schmidt法对二维对偶积分方程完成求解, 最终推导出板土系统在动力作用下的位移和应力解析式. 通过将本文计算模型退化为单一弹性地基, 与已有研究结果进行对比, 验证了本文方法的正确性和有效性. 最后, 通过数值算例, 对饱和多孔地基上矩形板的动力响应及参数影响做出分析和讨论. 此外, 本文提出的解析法具有一般性, 可广泛应用于复杂接触问题和多场耦合问题的求解. 相似文献
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This paper gives a review of methods where Green's theorem may be employed in solving numerically the Navier–Stokes equations for incompressible fluid motion. They are based on the concept of using the theorem to transform local boundary conditions given on the boundary of a closed region in the solution domain into global, or integral, conditions taken over it. Two formulations of the Navier–Stokes equations are considered: that in terms of the streamfunction and vorticity for two-dimensional motion and that in terms of the primitive variables of the velocity components and the pressure. In the first formulation overspecification of conditions for the streamfunction is utilized to obtain conditions of integral type for the vorticity and in the second formulation integral conditions for the pressure are found. Some illustrations of the principle of the method are given in one space dimension, including some derived from two-dimensional flows using the series truncation method. In particular, an illustration is given of the calculation of surface vorticity for two-dimensional flow normal to a flat plate. An account is also given of the implementation of these methods for general two-dimensional flows in both of the mentioned formulations and a numerical illustration is given. 相似文献
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Exact solutions of multi-term fractional difusion-wave equations with Robin type boundary conditions
General exact solutions in terms of wavelet expansion are obtained for multiterm time-fractional difusion-wave equations with Robin type boundary conditions. By proposing a new method of integral transform for solving boundary value problems, such fractional partial diferential equations are converted into time-fractional ordinary diferential equations, which are further reduced to algebraic equations by using the Laplace transform. Then, with a wavelet-based exact formula of Laplace inversion, the resulting exact solutions in the Laplace transform domain are reversed to the time-space domain. Three examples of wave-difusion problems are given to validate the proposed analytical method. 相似文献
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General exact solutions in terms of wavelet expansion are obtained for multi- term time-fractional diffusion-wave equations with Robin type boundary conditions. By proposing a new method of integral transform for solving boundary value problems, such fractional partial differential equations are converted into time-fractional ordinary differ- ential equations, which are further reduced to algebraic equations by using the Laplace transform. Then, with a wavelet-based exact formula of Laplace inversion, the resulting exact solutions in the Laplace transform domain are reversed to the time-space domain. Three examples of wave-diffusion problems are given to validate the proposed analytical method. 相似文献
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This paper presents the analytical solutions for the bending of orthotropic rectangular thin plates by the double finite integral transform, which, as an effective tool in solving plate problems, should have received attention. As a representative and difficult problem in the theory of plates, free plates’ bending is successfully solved to demonstrate the accuracy of the method by comparing the present analytical solutions with those from the literature as well as those by the finite element method. With the proper integral transform kernels, the proposed solution procedure is applicable to the bending of orthotropic rectangular plates with all combinations of simply supported, clamped and free boundary conditions, which serves as an elegant approach to analytical solutions of plate bending problems. 相似文献
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Dynamic analysis of functionally graded plates using the hybrid Fourier-Laplace transform under thermomechanical loading 总被引:1,自引:0,他引:1
In this study, the analytical solution is presented for dynamic response of a simply supported functionally graded rectangular
plate subjected to a lateral thermomechanical loading. The first-order and third-order shear deformation theories and the
hybrid Fourier-Laplace transform method are used. The material properties of the plate, except Poisson’s ratio, are assumed
to be graded in the thickness direction according to a power-law distribution in terms of the volume fractions of the constituents.
The plate is subjected to a heat flux on the bottom surface and convection on the upper surface. A third-order polynomial
temperature profile is considered across the plate thickness with unknown constants. The constants are obtained by substituting
the profile into the energy equation and applying the Galerkin method. The obtained temperature profile is considered along
with the equations of motion. The governing partial differential equations are solved using the finite Fourier transformation
method. Using the Laplace transform, the unknown variables are obtained in the Laplace domain. Applying the analytical Laplace
inverse method, the solution in the time domain is derived. The computed results for static, free vibration, and dynamic problems
are presented for different power law indices for a plate with simply supported boundary conditions. The results are validated
with the known data reported in the literature. Furthermore, the results calculated by the analytical Laplace inversion method
are compared with those obtained by the numerical Newmark method. 相似文献
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《International Journal of Solids and Structures》2003,40(9):2301-2320
The paper presents a modification of the classical boundary integral equation method (BIEM) for two-dimensional potential boundary values problems. The proposed modification consists in describing the boundary geometry by means of Bézier curves. As a result of this analytical modification of the BIEM, a new parametric integral equation system (PIES) was obtained. The kernels of these equations include the geometry of the boundary. This new PIES is no longer defined on the boundary, as in the case of the BIEM, but on the straight line for any given domain. The solution of the new PIES does not require a boundary discretization since it can be reduced merely to an approximation of boundary functions. To solve this PIES a pseudospectral method has been proposed and the results obtained were compared with exact solutions. 相似文献
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《International Journal of Solids and Structures》2006,43(14-15):4029-4046
In this paper, the radial integration method is used to obtain a boundary element formulation without any domain integral for general anisotropic plate bending problems. Two integral equations are used and the unknown variables are assumed to be constant along each boundary element. The domain integral which arises from a transversely applied load is exactly transformed into a boundary integral by a radial integration technique. Uniformly and linearly distributed loads are considered. Several computational examples concerning orthotropic and general anisotropic plate bending problems are presented. The results show good agreement with analytical and finite element results available in the literature. 相似文献
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《Journal of Fluids and Structures》2007,23(4):649-663
We investigate the problem of linear water wave propagation under a set of elastic plates of variable properties. The problem is two-dimensional, but we allow the waves to be incident from an angle. Since the properties of the elastic plates can be set arbitrarily, the solution method can also be applied to model regions of open water as well as elastic plates. We assume that the boundary conditions at the plate edges are the free boundary conditions, although the method could be extended straightforwardly to cover other possible boundary conditions. The solution method is based on an eigenfunction expansion under each elastic plate and on matching these expansions at each plate boundary. We choose the number of matching conditions so that we have fewer equations than unknowns. The extra equations are found by applying the free-edge boundary conditions. We show that our results agree with previous work and that they satisfy the energy balance condition. We also compare our results with a series of experiments using floating elastic plates, which were performed in a two-dimensional wave tank. 相似文献