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21.
本文提出了一种用于分析复合材料迭层板弯曲的新方法。首先利用经典理论进行初步分析,之后,据所得横向剪力,设定横向剪切应变,再进一步分析。本文方法基本未知函数少,基本方程易解,计算精度较高。 相似文献
22.
Notionsa. b, h Plate dimensionsL', [-. [1- mid-plane displacement componentsu- v- Ic dboensionless mid-plane displacement componentsVy., ac'~ slOPeS in xo and gi plane, ropectivelyJll, N number of terms in Cheby-shev series in x and y directions, respectivelyCCCC all edges clampedSSSS all edges simply supportedCCCS three edges (x = fi and y = 1) clamped and one (y = --1) simply supportedCCSS two edges (x = 11) clamped and two (y = fi) simply supportedCSSS one edge (x = --1) clamped … 相似文献
23.
A three-dimensional, explicit and exact, equilibrium solution is derived for transversely isotropic, linearly elastic bodies
in the form of a right cylinder simply supported over its lateral boundary and loaded over its end faces. This solution, which
generalizes an earlier proposal of Levinson in various respects, is to serve as a benchmark for the corresponding plate theories.
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
24.
The Poincaré sphere representation of polarization states is used to derive two auxiliary equations for phase retardance measurements. These equations, in addition to another two previously derived equations, allow for extending the range of validity of a model for calibrating phase plates in pairs. In another application, the sphere is used to explain a new method for identifying the principal axes of two birefringent phase plates during their calibration. 相似文献
25.
Aliki D. Muradova 《Advances in Computational Mathematics》2008,29(2):179-206
In this paper a spectral method and a numerical continuation algorithm for solving eigenvalue problems for the rectangular
von Kármán plate with different boundary conditions (simply supported, partially or totally clamped) and physical parameters
are introduced. The solution of these problems has a postbuckling behaviour. The spectral method is based on a variational
principle (Galerkin’s approach) with a choice of global basis functions which are combinations of trigonometric functions.
Convergence results of this method are proved and the rate of convergence is estimated. The discretized nonlinear model is
treated by Newton’s iterative scheme and numerical continuation. Branches of eigenfunctions found by the algorithm are traced.
Numerical results of solving the problems for polygonal and ferroconcrete plates are presented.
Communicated by A. Zhou. 相似文献
26.
27.
从虚功原理出发,证明了薄板小挠度弯曲问题的功的互等定理,并由此推出了求解矩形薄板自然频率的公式.算例表明,该公式计算简便,精度较高. 相似文献
28.
基于弹塑性力学和损伤理论,建立了一个与应力球张量有关的具损伤正交各向异性材料的混合硬化屈服准则,该准则无量纲化后与各向同性材料的Mises准则同构,在此基础上,建立了正交各向异性材料的增量型和全量型弹塑性损伤本构方程,并以具确定弱区域正交各向异性矩形薄板为例,根据屈曲时的能量准则和全量理论,以等效塑性应变为内变量,对其弹塑性屈曲问题进行了分析,讨论了几何参数和弱区域对正交各向异性薄板弹塑性屈曲临界应力的影响. 相似文献
29.
A. H. England 《Journal of Elasticity》2006,82(2):129-173
A procedure has been developed in previous papers for constructing exact solutions of the equations of linear elasticity in a thick plate of inhomogeneous isotropic linearly elastic material in which the elastic moduli depend in any specified manner on a coordinate normal to the plane of the plate. The essential idea is that any solution of the classical thin plate or classical laminate theory equations (which are two-dimensional theories) generates, by straightforward substitutions, a solution of the three-dimensional elasticity equations for the homogeneous material. Recently this theory has been formulated in terms of functions of a complex variable. It was shown that the displacement and stress fields in the inhomogeneous material could be expressed in terms of four complex potentials that are analytic functions of the complex variable ζ = x + iy in the mid-plane of the plate. However, the analysis performed so far applies only to the case of a plate with traction-free upper and lower faces. The present paper extends these solutions to the case where the plate is bent by a pressure distribution applied to a face. 相似文献
30.
A recently developed coupled third-order zigzag theory for the statics of piezoelectric hybrid cross-ply plates is extended
to dynamics. The theory combines a third-order zigzag approximation for the in-plane displacements and a sub-layerwise linear
approximation for the electric potential, considering all components of the electric field. The nonuniform variation of the
transverse displacement due to the piezoelectric field is accounted for. The conditions for the absence of shear traction
at the top and bottom surfaces and continuity of transverse shear stresses in the presence of electromechanical loading are
satisfied exactly, thereby reducing the number of displacement variables to five, which is the same as in a first- or third-order
equivalent single-layer theory. The governing equations of motion are derived from the extended Hamilton's principle. The
theory is assessed by comparing the Navier solutions for the free and forced harmonic vibration response of simply supported
plates with the exact three-dimensional piezoelasticity solutions. Comparisons for hybrid test, composite and sandwich plates
establish that the present theory is quite accurate for the dynamic response of moderately thick plates. 相似文献