共查询到10条相似文献,搜索用时 140 毫秒
1.
THE PROBLEMS OF THE NONLINEAR UNSYMMETRICAL BENDING FOR CYLINDRICALLY ORTHOTROPIC CIRCULA RPLATE(I) 总被引:1,自引:1,他引:0
THEPROBLEMSOFTHENONLINEARUNSYMMETRICALBENDINGFORCYLINDRICALLYORTHOTROPICCIRCULARPLATE(I)QinSheng-Ii(秦圣立)HuangJia-yin(黄家寅)(Quf... 相似文献
2.
F. Lanza di Scalea 《Experimental Mechanics》1998,38(4):233-241
The measurement of the coefficients of thermal expansion (CTEs) of composite materials using electrical resistance strain
gages is addressed. Analytical expressions for the CTEs of an orthotropic lamina are derived, accounting for the effects of
transverse sensitivity and possible misalignment of the gages. Experiments are performed for the characterization of the thermal
expansion behavior of a fiber-glass-reinforced epoxy unidirectional lamina using an invar specimen as reference material.
Preliminary training cycles are performed for the determination of an optimal heating rate for the measurements, which ensures
thermal equilibrium conditions. Three measurement cycles yield the principal CTEs of the lamina α1, α2 and α12 with repeatability within ±0.34×10−6, ±0.85×10−6 and ±2.8×10−6/°C, respectively. It is noted that inhomogeneity of the specimen and variation in thermomechanical properties of the gages
can cause a noticeable spead in the measurements. 相似文献
3.
Lin Yi-han 《应用数学和力学(英文版)》1993,14(11):1063-1070
The elastostatic solutions of semi-infinite orthotropic cantilevered strips with traction free edges and loading at infinity
are governed by the differential equation φ,xyxy+(2+δ0)φ,xyzzz+φ,zzzz with δ0>-4. Based on the work of [10] for δ0>0 case, this paper completes the case δ0=0 for isotropic materials and the case 0>δ0>-4 for orthotropic materials. The solutions of the above problems have important application in the properly formulated boundary
conditions of plate theories for prescribed displacement edge data. 相似文献
4.
Summary Using Stroh's formalism and the theory of analytic functions, simple and explicit solutions for a line dislocation in an
infinite anisotropic elastic strip are obtained. The two boundaries of the strip are free of traction. The problem of a dislocation
in an anisotropic elastic semi-infinite strip with traction-free boundaries is also studied. A set of singular integral equations
governing the unknown functions is derived. When the medium is orthogonal anisotropic and the coordinate axes x
1
x
2
x
3 are coincident with the material principal axes, all the eigenvalues of the material coefficient matrix are pure imaginary.
Explicit expressions of the unknown functions are given for this case. The results obtained are valid not only for plane and
anti-plane problems but also for coupled problems between in-plane and out-of-plane deformations.
Received 30 October 2000; accepted for publication 28 March 2001 相似文献
5.
The velocity field and the associated shear stress corresponding to the torsional oscillatory flow of a second grade fluid, between two infinite coaxial circular cylinders, are determined by means of the Laplace and Hankel transforms. At time t = 0, the fluid and both the cylinders are at rest and at t = 0 + , cylinders suddenly begin to oscillate around their common axis in a simple harmonic way having angular frequencies ω 1 and ω 2 . The obtained solutions satisfy the governing differential equation and all imposed initial and boundary conditions. The solutions for the motion between the cylinders, when one of them is at rest, can be obtained from our general solutions. Furthermore, the corresponding solutions for Newtonian fluid are also obtained as limiting cases of our general solutions. 相似文献
6.
唐驾时 《应用数学和力学(英文版)》2000,21(10):1153-1160
IntroductionThestudyoftheapproximatesolutionofstronglynonlinearsystemsisstillthemaintaskinthenonlineardynamicalregion .TherearematuremethodsincludingthedevelopedKBMmethod[1],themodifiedLPmethod[2 ]andthestroboscopicmethod[3]etal.However,whenthesemethodsarea… 相似文献
7.
We investigate the asymptotic behavior of solutions of the damped nonlinear oscillator equation
where uf(u) > 0 for u ≠ 0, a(t) ≥ 0, and α is a positive constant with 0 < α ≥ 1. The case α = 1 has been investigated by a number of other authors. Here,
it is shown that the behavior of solutions in the case of sublinear damping (0 < α < 1) is completely different from that
in the case of linear damping (α = 1). Sufficient conditions for all nonoscillatory solutions to converge to zero and sufficient
conditions for the existence of a nonoscillatory solution that does not converge to zero are given. We also give sufficient
conditions for all solutions to be nonoscillatory. Some open problems for future research are also indicated.
__________
Published in Neliniini Kolyvannya, Vol. 8, No. 2, pp. 186–200, April–June, 2005. 相似文献
8.
Here the velocity field and the associated tangential stress corresponding to the rotational flow of a generalized second
grade fluid within an infinite circular cylinder are determined by means of the Laplace and finite Hankel transforms. At time
t=0 the fluid is at rest and the motion is produced by the rotation of the cylinder around its axis. The solutions that have
been obtained are presented under series form in terms of the generalized G-functions. The similar solutions for ordinary second grade and Newtonian fluids are obtained from general solution for β→1, respectively, β→1 and α
1→0. Finally, the influences of the pertinent parameters on the fluid motion, as well as a comparison between models, is underlined
by graphical illustrations. 相似文献
9.
Explicit formulae for the fundamental solution of the linearized time dependent Navier–Stokes equations in three spatial dimensions
are obtained. The linear equations considered in this paper include those used to model rigid bodies that are translating
and rotating at a constant velocity. Estimates extending those obtained by Solonnikov in [23] for the fundamental solution
of the time dependent Stokes equations, corresponding to zero translational and angular velocity, are established. Existence
and uniqueness of solutions of these linearized problems is obtained for a class of functions that includes the classical
Lebesgue spaces Lp(R3), 1 < p < ∞. Finally, the asymptotic behavior and semigroup properties of the fundamental solution are established. 相似文献
10.
I-Intr0ducti0nThebendingproblemofcircularthinplateisimriartantbothintheoryandinengineeringpractice,butbecausethebasicequationsoftheproblemsofnon-linearunsymmetricalbendingf0rcircularthinplate'arenonlineardifferentialequations,itisquitedifficulttoobtainana… 相似文献