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1.
SOME BOUNDED RESULTS OF θ(t)-TYPE SINGULAR INTEGRAL OPERATORS 总被引:3,自引:0,他引:3
赵凯 《应用数学和力学(英文版)》2000,(5)
1 TheConceptionsandResultsLetBbeaBanachspaceinUMD(unconditionalityofmartingaledifferences)withanunconditionalbasis.B_valuedfunctionf(x)onRnissaidtobeinLpB(Rn),(1≤p< ∞)if‖f‖LpB=∫Rn‖f(x)‖pdx1/p< ∞ (1≤p< ∞),andthenormas ‖f‖LpB=∫Rn‖f(x)‖pdx1/p (1≤p< ∞). Forthesingularinte… 相似文献
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R. Quintanilla 《Meccanica》2018,53(14):3607-3613
In this short note we consider a recent modification of the Green–Lindsay thermoelastic theory proposed at Yu et al. (Meccanica 53:2543–2554, 2018). We consider a functional defined on the solutions of the problem. It allows us to obtain the continuous dependence of the solutions with respect to the initial conditions and to the supply terms, the time exponential decay of solutions and an alternative of Phragmén–Lindelöf type for the spatial behaviour. 相似文献
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Guo Zhongsan Associate Professor Xiao Fan Guo Siwen Wu Yueqing Gu Leye 《应用数学和力学(英文版)》2000,21(5):579-584
The mathematical model described in Part I was solved using “influence line method” combining analytical method and finite
element method. Many important aspects of microcirculatory dynamics were analyzed and discussed. It show that interstitial
fluid pressure changes its sign twice within one arteriolar vasomotion period and it is therefore not important that interstitial
fluid pressure is a little higher or lower than atmospheric pressure; arteriolar vasomotion can periodically result in lymph
formation and interstitial total pressure plays an important role in this procedure; local regulation of microcirculation
can meet metabolic need some extent in the form of dynamic equilibrium. The property of arteriole as a “resistant vessel”
and the efficiency of microvascular network as heat exchanger are also shown. These results show that the comprehensive mathematical
model developed in Part I is physiologically resonable.
Foundation item: the Natural Science Foundation of Sichuan Province, P R China
Biography: Guo Zhongsan (1947-) 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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The numerical solutions to the singular integral equations obtained by the fracture mechanical analyses of a cracked wedge under three different conditions are considered. The three considered conditions are: (i) a radial crack on a wedge with a non-finite radius under the traction-traction boundary condition, (ii) a radial crack on a wedge with a finite radius under the traction-traction boundary condition, and (iii) a radial crack on a finite radius wedge under the traction-displacement boundary condition. According to the boundary conditions, the extracted singular integral equations have different forms. Numerical methods are used to solve the obtained coupled singular integral equations, where the Gauss-Legendre and the Gauss-Chebyshev polynomials are used to approximate the responses of the singular integral equations. The results are presented in figures and compared with those obtained by the analytical response. The results show that the obtained Gauss-Chebyshev polynomial response is closer to the analytical response. 相似文献
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An enhanced beam-theory model of the mixed-mode bending (MMB) test—Part II: Applications and results
The paper presents an enhanced beam-theory (EBT) model of the mixed-mode bending (MMB) test, whereby the specimen is considered as an assemblage of two sublaminates partly connected by an elastic–brittle interface. Analytical expressions for the compliance, energy release rate, and mode mixity are deduced. A compliance calibration strategy enabling numerical or experimental evaluation of the interface elastic constants is also presented. Furthermore, analytical expressions for the crack length correction parameters—analogous to those given by the corrected beam-theory (CBT) model for unidirectional laminated specimens—are furnished for multidirectional laminated specimens, as well. Lastly, an example application to experimental data reduction is presented. 相似文献
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I.IntroductionLetHbearealHilbertspace,XandYtwoclosedsubspacesofHsuchthatH=X$Y,T:H-HaC'mapping,n>1.Assumethatthereexisttwopositiveconstantsniland)liZsuchthatforVueH,Vx6X,VYey'Undertheconditions(l.1),(l.2)and(l.3),ManasevichprovedthatTisaC"diffeomorphismontoH'tl].ThepurposeofthispaperistoimprovetheaboveManasevich'shomeomQrphismtheorem,andthen,itisusedtoproveanexistenceanduniquenessresultforthenonlineartulopointboundaryvalueproblem11.ANonVariationalVersionofaMax-MinPrincipleToimprov… 相似文献
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施惟慧 《应用数学和力学(英文版)》1994,(9)
STABILITYOFNAVIER-STOKESEQUATION(Ⅰ)ShiWei-hui(施惟慧)(ShanghaiUniversity,Shanghai)(ReceivedDec.10,1993;CommunicatedbyChienWei-za... 相似文献
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STABILITYOFNAVIER-STOKESEQUATION(II)ShiWei-hui(施惟慧);FangXiao-zuo(方晓佐)(ShanghaiUniversity),Shanghai(ReceivedDec.11,1993;Commun... 相似文献
12.
J.C.SONG 《应用数学和力学(英文版)》2010,31(7)
This paper investigates the asymptotic behavior of end effects for a Stokes flow defined on a three-dimensional semi-infinite cylinder.With homogeneous Dirichlet conditions of the velocity on the lateral surface of the cylinder,solutions either grow or decay exponentially in the distance from the finite end of the cylinder.In the case of decay,the effect of perturbing the equation parameters is also investigated. 相似文献
13.
凌镛镛 《应用数学和力学(英文版)》1992,(3)
In the present paper the concept and properties of the residual functional in Sobolev space are investigated. The weak compactness, force condition, lower semi-continuity and convex of the residual functional are proved. In Sobolev space, the minimum principle of the residual functional is proposed. The minimum existence theoreom for J(u)=0 is given by the modern critical point theory. And the equivalence theorem or five equivalence forms for the residual functional equation are also proved. 相似文献
14.
The theta (t) -type oscillatory singular integral operators has been discussed.With the non- negative locally integrable weighted function , the weighted norm inequality of theta (t)-type oscillatory singular integral operators is proved, and the weighted function hasreplaced by action of Hardy-Littlewood maximal operators several times . 相似文献
15.
Alberto Cecchi 《Meccanica》2010,45(6):829-833
This paper is a historical re-visitation of the work of C. Hutton, a mathematician of the XVIII century, who wrote an innovative
essay on the shape of arches, whose intrados he identifies with the curve of pressure, that he names “arch of equilibration”. His solution was mostly ignored by his contemporaries and after the middle of the XIX century forgotten. But Hutton’s problem
is important, also because it offers the first example of an inverse problem in structural mechanics. 相似文献
16.
《Wave Motion》2017
Jens Lothe, Professor Emeritus of Physics at the University of Oslo, passed away at age 84 on September 26, 2016 after a brief illness. This article presents a survey of his life, work, and influence from the standpoints of four authors who had the great fortune to be associated with him both professionally and personally. A list of his publications is included. 相似文献
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Investigation of calculation method for anti-penetration of reactive power steel fiber concrete (RPC) 总被引:7,自引:0,他引:7
为了解决评估超高强活性粉末钢纤维混凝土的抗侵彻能力问题,根据混凝土在弹体侵彻过程中的介质状态及能量的分配关系,揭示了侵彻近区耗散能量结构与破碎区之间的比例尺度关系。由于近区介质的运动特性变形接近一维应变状态,受力类似于流体动力学状态,据此推导并简化了具有宽广的适用范围的侵彻计算公式,认为侵彻的深度主要由弹体的质量、形状、速度及靶体的强度、密度、断裂韧度、变形波速决定。通过多次的实弹试验,验证了公式的可靠性,得到了RPC的抗侵彻能力是普通混凝土的3倍的结论。 相似文献