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1. |
Stochastic boundary‐element methods applied to 3D elastic problems and reliability of structural strength |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 583-589
Wen Weidong,
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摘要:
AbstractThe stochastic boundary‐element method (SBEM) is developed in this paper for 3D elastic problems and reliability analysis of structural components. The integral equations of BEM are derived partially by random variables, and the integral equations of SBEM are established. Considering the applied loads and the limitation of material strength to be a Gauss distribution, the numerical results in this paper show good agreement with those obtained from Monte Carlo simulation and theoretical solution
ISSN:1069-8299
DOI:10.1002/cnm.1640100802
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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2. |
The unimportance of the spurious root of time integration algorithms for structural dynamics |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 591-597
G. M. Hulbert,
J. Chung,
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摘要:
AbstractMost commonly used second‐order‐accurate, dissipative time integration algorithms for structural dynamics possess a spurious root. For an algorithm to be accurate, it has been suggested that the spurious root must be small and ideally be zero in the low‐frequency limit. In the paper we show that good accuracy can be achieved even if the spurious root does not tend towards zero in the low‐frequency limit. This permits more flexibility in the design of time integration algorithms. As an example, we present an algorithm that has greater accuracy than several other dissipative algorithms even though for all frequencies its spurious root is non‐zero. We also show that the degraded performance of the Bazzi‐ρ algorithm is not due to its non‐zero
ISSN:1069-8299
DOI:10.1002/cnm.1640100803
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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3. |
Variational formulation for Timoshenko beam element by separation of deformation mode |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 599-610
Seok‐Soon Lee,
Jeong‐Seo Koo,
Jin‐Min Choi,
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摘要:
AbstractA variational formulation for a Timoshenko beam element is derived by the separation of the deformation mode into the bending deflection and shear deflection. Shear deflection is projected into bending deflection and the projection matrix is constructed by using the equilibrium equation and the relation of force and displacement. The exact stiffness matrix of the Timoshenko beam element can be obtained by the present method. Examples are solved in order to show the effectiveness of the beam element in comparison with other elements.
ISSN:1069-8299
DOI:10.1002/cnm.1640100804
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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4. |
Optimal uniform finite difference schemes of order two for stiff initial value problems |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 611-622
K. Selvakumar,
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摘要:
AbstractThe paper presents finite difference schemes of order two for stiff initial‐value problems, with a small parameter ε multiplying the first derivative. The schemes are a modified form of the classical trapezoidal rule. They are both optimal and uniform with respect to the small parameter ε, that is, the solution of the difference schemes satisfies error estimates of the form\documentclass{article}\pagestyle{empty}\begin{document}$$ \left|{u\left({t_i} \right) - u_i} \right| \le C\ min \left({h^2,\varepsilon} \right) $$\end{document}WhereCis independent ofi,hand ε. Herehis the mesh size andtiin any mesh point. The schemes presented in this paper are different from the scheme of order two avaiable in the literature. Finally, numerical experiments are prese
ISSN:1069-8299
DOI:10.1002/cnm.1640100805
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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5. |
An alternative approach for large deflection analysis of axisymmetric plates on elastic foundation |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 623-632
Jianqiao Ye,
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摘要:
AbstractThe geometric non‐linear behaviour of thin axisymmetric circular plates on an elastic foundation is studied in the paper by using a boundary integral equation approach. A plate analogue procedure is suggested to simplify the solution. With such simplification, the foundation reaction can be arbitrary functions of plate deflection, rotation and curvatures. The boundary integral equation of thin plates and the fundamental solution of a biharmonic equation are employed for both bending and plane stress analysis. A number of numerical examples are given in the paper to show the effectiveness of the proposed metho
ISSN:1069-8299
DOI:10.1002/cnm.1640100806
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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6. |
Conjugate gradient based projection: A new explicit computational methodology for frictional contact problems |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 633-648
Kumar K. Tamma,
Maocheng Li,
Desong Sha,
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摘要:
AbstractWith special attention towards the applicability to parallel computation or vectorization, a new and effective explicit computational approach for linear complementary formulations involving a conjugate gradient based projection methodology is proposed in this study for contact problems with Coulomb friction. The overall objectives are focused towards providing an explicit methodology of computation for the complete contact problem with friction. In this regard, the primary idea for solving the linear complementary formulations stems from an established search direction which is projected to a feasible region determined by the non‐negative constraint condition; this direction is then applied to the Fletcher‐Reeves conjugate gradient method resulting in a powerful explicit methodology which possesses high accuracy, excellent convergence characteristics, fast computational speed and is relatively simple to implement for contact problems involving Coulomb friction. Numerical test cases are also included to demonstrate the proposed methodology for contact problems with frict
ISSN:1069-8299
DOI:10.1002/cnm.1640100807
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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7. |
A time‐splitting finite difference method for two‐dimensional diffusion with an integral condition |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 649-660
B. J. Noye,
M. Dehghan,
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摘要:
AbstractA new fourth‐order locally one‐dimensional (LOD) finite difference scheme based upon the Noye‐Hayman method for one‐dimensional diffusion is used to solve a two‐dimensional time‐dependent diffusion equation with an integral condition replacing one boundary condition. Numerical testing shows this gives better results than a locally one‐dimensional scheme based on the classical forward‐time centred‐space (FTCS) method for one‐dimensional diffusion except when the diffusion number is 1/6 and the methods are identical. Results from some numerical experi
ISSN:1069-8299
DOI:10.1002/cnm.1640100808
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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8. |
On the large time behaviour of transient dynamic kernels for two‐dimensional wave scattering |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 661-665
J. K. Ness,
T. J. Rudolphi,
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摘要:
AbstractAn essential feature of the transient dynamic kernels for any time domain boundary integral equation is that they decay towards the static kernels for large time increments. The purpose of the paper is to show that the kernels of Mansur and Brebbia (1982), which are expressed in the form of generalized mathematical functions, do exhibit the correct decay property in contradiction to the claims of Israil and Banerjee (1990). Mansur and Brebbia express the fundamental solution wave discontinuity in terms of the generalized functionsH(t)and δ(t), the Heaviside and Dirac delta functions, but do not explicitly demonstrate the required long time behaviour. In the 1990 paper the temporal discontinuity of the kernels is expressed by conventional functions in two time regimes and is shown to possess the correct long time behaviour, while it is claimed that the kernels in the 1982 paper do not. It is shown here that, assuming either constant or linear variation in time, usage of the generalized functions in the fundamental solution does yield the static fundamental solution for large time steps, as expected
ISSN:1069-8299
DOI:10.1002/cnm.1640100809
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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9. |
Non‐linear finite element analysis of solids and structures, volume 1: Essentials, M. A. Crisfield, John Wiley. ISBN: 0‐471‐92956‐5 |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 667-667
P. Wriggers,
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ISSN:1069-8299
DOI:10.1002/cnm.1640100810
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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10. |
Announcements |
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Communications in Numerical Methods in Engineering,
Volume 10,
Issue 8,
1994,
Page 668-670
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ISSN:1069-8299
DOI:10.1002/cnm.1640100811
出版商:John Wiley&Sons, Ltd
年代:1994
数据来源: WILEY
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