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991.
B. D. Reddy 《Numerische Mathematik》1988,53(6):687-699
Summary The stability and convergence of mixed finite element methods are investigated, for an equilibrium problem for thin shallow elastic arches. The problem in its standard form contains two terms, corresponding to the contributions from the shear and axial strains, with a small parameter. Lagrange multipliers are introduced, to formulate the problem in an alternative mixed form. Questions of existence and uniqueness of solutions to the standard and mixed problems are addressed. It is shown that finite element approximations of the mixed problem are stable and convergent. Reduced integration formulations are equivalent to a mixed formulation which in general is distinct from the formulation shown to be stable and convergent, except when the order of polynomial interpolationt of the arch shape satisfies 1tmin (2,r) wherer is the order of polynomial approximation of the unknown variables. 相似文献
992.
Summary For a square matrixT
n,n
, where (I–T) is possibly singular, we investigate the solution of the linear fixed point problemx=T
x+c by applying semiiterative methods (SIM's) to the basic iterationx
0
n
,x
k
T
c
k–1+c(k1). Such problems arise if one splits the coefficient matrix of a linear systemA
x=b of algebraic equations according toA=M–N (M nonsingular) which leads tox=M
–1
N
x+M
–1
bT
x+c. Even ifx=T
x+c is consistent there are cases where the basic iteration fails to converge, namely ifT possesses eigenvalues 1 with ||1, or if =1 is an eigenvalue ofT with nonlinear elementary divisors. In these cases — and also ifx=T
x+c is incompatible — we derive necessary and sufficient conditions implying that a SIM tends to a vector
which can be described in terms of the Drazin inverse of (I–T). We further give conditions under which
is a solution or a least squares solution of (I–T)x=c.Research supported in part by the Alexander von Humboldt-Stiftung 相似文献
993.
John Todd 《Numerische Mathematik》1988,54(1):1-18
The sequences introduced by Carlson (1971) are variants of the Gauss arithmetic geometric sequences (which have been elegantly discussed by D. A. Cox (1984, 1985)). Given (complex)a
0,b
0 we define
相似文献
994.
Summary Standard analysis of multistep methods for ODE's assumes the application of an initialization routine that generates the starting points. Here ak-step method is considered directly as a mappingR
kn
R
n
. It is shown to approximate a mapping which is expressible directly in terms of the flow of the vector field. Some useful properties of that mapping are shown and for strictly stable methods these are applied to the question of invariant circles near a hyperbolic periodic solution. 相似文献
995.
C. Lubich 《Numerische Mathematik》1988,52(2):129-145
Numerical methods are derived for problems in integral equations (Volterra, Wiener-Hopf equations) and numerical integration (singular integrands, multiple time-scale convolution). The basic tool of this theory is the numerical approximation of convolution integrals
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