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Table of Content
18 February 1994, Volume 15 Issue 2
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Articles
THREE DIMENSIONAL STRESS ANALYSIS OF SYMMETRIC COMPOSITE LAMINATES UNDER UNIAXIAL EXTENSION AND IN-PLANE PURE SHEAR
Chien wei-zang;Huang Qian;Feng Wei
1994, 15(2): 101-108.
Abstract
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710
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(405KB) (
723
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This paper presents the stress and strain distrihution obtained numerically in thethickness direction in the central region of symmetric composite laminates underuniaxial exlension and in-plane pure shear loading. It is shown that in the symmetricangle-ply laminates,near the interlaminar surface,thereis an interlaminarboundary-layer effect.The abrupt change of the fiber orientation at the interlaminarsurface causes a high concentration of stresses and a local three dimensional stress state.
THE TEMPERATURE ANALYSIS OF THE BILLET WITH PHASE CHANGE DURING CONTINUOUS CASTING
Zhao Xing-hua;Cheng Xiao-di
1994, 15(2): 109-118.
Abstract
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708
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(536KB) (
722
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In this paper,the problem of 3-D steady heat conduction including the influenceof phase change on billets is turned into the 2-D transient problem by a suitable transformation technique. The effective specific heat has been employed to substitutefor the effect of the phase ceange.The computational formulation of finite element has been presented. And the careful disposal of the phase change region has also beengiven.
ITERATIVE PROCESS FOR LIPSCHITZ LOCAL STRICTLY PSEUDOCONTRACTIVE MAPPINGS
Deng Lei;Ding Xie-ping
1994, 15(2): 119-123.
Abstract
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749
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(272KB) (
736
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Suppose that K is a non-empty subset of uniformly smooth Banach space X.Let T:K→X be a Lipschitz local strcily pseudocontractine mapping.In this paper.the iterative sequence which converges strongly to the unique fixed point of Tis given.A related result deals with the problem that the Ishikawa iteration process canvergesstrongly to a solution of the equation TX-f when T is Lipschitzian and local strongly accretive in X.
A RATE TYPE METHOD FOR LARGE DEFORMATION PROBLEMS OF NONLINEAR ELASTICITY
Liang Fei;Zhang Shan-yuan
1994, 15(2): 125-133.
Abstract
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845
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770
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In this paper. we obtain the rate-tvpe constitutive expressions of the nonlinearisotropic elastieity by using the Jaumann, Truesdell and Green-Naghdi stress rgterespectively,Through analysing the simple shear deformation for Mooney-Rivlin material.three kinds of rate-type constitutive equations are verified to be equivalent to the original equation.Rate-type variational prineiples are also presented, and the Ritzmethod is used to obtain the numerical solution of a reetangular rubber membraneunder uniaxial streteh.
ON THE SOLUTION OF THE MODEL OF TWO CO-AFFECTED SPECIES
Zhang Wei-fu;Lü Rong-qing
1994, 15(2): 135-146.
Abstract
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711
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(544KB) (
2264
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This paper discusses a model of two coeffected species with diffusion system,where the birth functions have the characteristic index decline, and then the eircumstance factors a: which are connected with natural resources, and the birth parameters β
i
which could be controlled are introduced.By means of the upper-lowersolutions,the existence,uniqueness and the local stability of equilibrium solution of the moel are discussed.It’s discovered that the birth parameters β
i
determine the developing tendency when other parameters are comparatively stable.
FIRST INTEGRALS AND INTEGRAL INVARIANTS FOR VARIABLE MASS NONHOLONOMIC SYSTEM IN NONINERTIAL REFERENCE FRAMES
Luo Shao-kai
1994, 15(2): 147-154.
Abstract
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710
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(433KB) (
933
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The first integrals and their conditions of existence for variable massnonholonomic system in noninertial relerence frames are obtained,and the canonicalequations and the variation equations of the system are extended. It is proved that using the first integral we can construct the integral invariant of the system.Finally,a series of deductions and an example are given.
LONGITUDINAL SHEAR PROBLEMS OF COLLINEAR RIGID LINE INCLUSIONS IN ANISOTROPIC MATERIALS
Jiang cni-ping
1994, 15(2): 155-162.
Abstract
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587
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634
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Longitudinal shear problems of collinear rigid line inclusions (sometimes calledhard crack or inverse crack problems) in anisotropic materials are dealt with. By usingthe conplex variable method, we present the formulation of the general problem and the closed form solutions to some problems of practical importance, The atressdistribution in the immediate vicinity of the rigid line end is examined. The corresponding formulation and solutions for isotropic materials can be arrived at fromthe special cases of those in the present paper, some of which are in agreement with the existing results[1].
BENDING INTEGRAL EXPRESSIONS OF A CYLINDER WITH CRACKS
Wang Xiao-chun
1994, 15(2): 163-165.
Abstract
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621
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(187KB) (
554
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In this paper,based on paper [1] and [2], bending integral expressions of the stress function and shear stresses of a cylinder with several cracks are obtained. Using the numerical method of the singular integral equations[3],it is easy for us to do the numerical calculation of the stresses and stress intensity factors, which is similar to that of paper[1].
GENERALIZED BIHARMONIC OPERATOR AND ITS APPLICATION TO THE BENDING OF ELASTIC THIN PLATES
Yu Zhong-zhi
1994, 15(2): 167-174.
Abstract
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687
)
PDF
(407KB) (
591
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In this paper, δ-function is used to construct the generalized biharmonicoperators, the corresponding quadratic function is presented, and the latter is appliedto the bending of elastic thin plates, The result shows that when the arguments in the variational functional are generalized functions, discontinuity to sone degreeis allowed, and the modified variational principle by using the Lagrange multipliers is merely a special form of the result mentioned above.
CENTRIFUGAL INERTIA EFFECTS OF THE FLUID FLOW BETWEEN STEPPED SPHERICAL SURFACES
Liu Zhen-bei
1994, 15(2): 175-179.
Abstract
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547
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PDF
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689
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This paper generalizes and applies method of the Sommerfeld transformation,therefore,the analytical solutions of the fluid flow between stepped spherical surfacesare derived when the centrifugal inertial effects are taken into consideration. Itpresents a theoretical basis for exact design of the spherical hydrostatic thrust bearing.
A NEW HYBRID QUADRILATERAL FINITE ELEMENT FOR MINDLIN PLATE
Chin Yi;Zhang Jing-yu
1994, 15(2): 189-199.
Abstract
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579
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663
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In this paper a new quadrilateral plate element concerning the effect of transverse shear strain has been presented. It is derived from the hybrid finite element model based on the principles of virtual work. The outstanding advantage of this element is to use more rational trial functions of the displacements. For this reason, every variety of plate deformation can be simulated really whilc the least degrees of freedom is employed.A wide range of numerical tests was conducted and the results illustrate that this element has a very wide application scope to the thickness of plates and satisfactory accuracy can be obtained by coarse mesh for all kinds of examples.
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