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1. |
A moving boundary circulation model for regions with large tidal flats |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 245-260
T. C. Gopalakrishnan,
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摘要:
AbstractA numerical model is developed for computing two‐dimensional circulation in coastal regions dominated by large tidal flat motion. This model is based on the shallow water momentum and continuity equations being operated upon by the Galerkin finite element method. The particular advantage of the model lies in its ability to accommodate a changing domain boundary. This is accomplished by adopting finite elements that change shape so as to consistently move with the water's edge. Application of the model to the Kuwait Bay is described, and the associated results on circulation are give
ISSN:0029-5981
DOI:10.1002/nme.1620280202
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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2. |
The FDM in arbitrary curvilinear co‐ordinates—formulation, numerical approach and applications |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 261-277
Wlodzimierz W. Tworzydlo,
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摘要:
AbstractThe basic concept, formulation and numerical application of a fully automatic version of the finite difference method (FDM) on a two‐dimensional manifold embedded in three‐dimensional Euclidean space are presented. This version of the FDM was developed in order to enable automatic solution of problems formulated in arbitrary curvilinear co‐ordinate systems in terms of covariant derivatives (e.g. shell equations).In the classical version of the FDM all operations in the curvilinear co‐ordinates (the derivation of base vectors, curvature tensors and so on) have to be performed manually. The goal of the present work was to transfer this job to a computer, in order to minimize the user's effort during the numerical formulation of the physical problem. The relevant version of the fully automatized program FIDAMF, based on the FDM on arbitrary irregular grids,1,2has been worked out. This code performs automatically all stages of the numerical analysis, starting from the mesh generation and approximation of the shape of the manifold, through computation of necessary objects on this manifold, to the solution of linear or non‐linear problems formulated in terms of covariant derivatives.The method has been extended to the analysis of problems in which the co‐ordinate system changes during the computation (e.g. the analysis of large deformations in the convectional description). This version of the curvilinear FDM was applied to the analysis of large deformations of hyperelastic membrane shells.The approach and the numerical routines, although used here with the FDM, can be combined with any other approximation method, in particular the finite ele
ISSN:0029-5981
DOI:10.1002/nme.1620280203
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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3. |
An accelerated iterative method for contact analysis |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 279-293
Kisu Lee,
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摘要:
AbstractAn iterative solution procedure for a frictionless contact problem is presented. Convergence to the exact solution is guaranteed by an error reduction method, and the rate of convergence is drastically improved by reduction of the ratio of extreme eigenvalues of the iteration matrix. For an ordinary linear equation, the present technique has the same theoretical value of convergence rate as the Chebyshev acceleration technique. The present acceleration technique can be directly extended for complicated frictional contact problems.
ISSN:0029-5981
DOI:10.1002/nme.1620280204
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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4. |
A deforming finite element method analysis of inverse Stefan problems |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 295-313
Nicholas Zabaras,
Yimin Ruan,
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摘要:
AbstractA deforming FEM (DFEM) analysis of one‐dimensional inverse Stefan problems is presented. Specifically, the problem of calculating the position and velocity of the moving interface from the temperature measurements of two or more sensors located inside the solid phase is addressed. Since the interface velocity is considered to be the primary variable of the problem, the DFEM formulation is found to have many advantages over other traditional front tracking methods. The present inverse formulation is based on a minimization of the error between the calculated and measured temperatures, utilizing future temperature data to calculate current values of the unknown parameters. Also, the use of regularization is found to be useful in obtaining more accurate results, especially when the interface is located far away from the sensors. The method is illustrated with several examples. The effects of the location of the sensors, of the error in the sensor measurements and of several computational parameters were examine
ISSN:0029-5981
DOI:10.1002/nme.1620280205
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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5. |
A boundary element method analysis of electrostatics in a tank during filling operations |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 315-329
A. Sidi‐Yekhlef,
J. E. Sunderland,
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摘要:
AbstractElectrostatic charging inside a tank is analysed numerically using the boundary integral method. The electrostatic charge is transmitted to the tank through a charged liquid. Profiles for the charge density and potential are obtained in the tank during the filling operation. The analysis is based on the equation governing the transport of charge and Poisson's equation. The results are characterized by two dimensionless parameters, the dimensionless Debye length given by the Debye length divided by the height of the tank, and the numberPedefined as a Peclet number. The results show where the maximum charge density and potential occur and give a prediction of when during the filling operation a hazardous situation may occur.
ISSN:0029-5981
DOI:10.1002/nme.1620280206
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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6. |
Large deflection elastic–plastic analysis of plate structures by the finite strip method |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 331-358
S. B. S. Abayakoon,
M. D. Olson,
D. L. Anderson,
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摘要:
AbstractThe finite strip method is applied to the non‐linear analysis of plate structures. Large deflection effects are included via first order non‐linearities in the strain–displacement relations, and material non‐linearities are included via the von Mises yield criterion and associated flow rule. The virtual work equations are integrated numerically using Gauss quadrature, and the resulting non‐linear equations are solved by Newton–Raphson iteration. Numerical results are presented for many applications including uniformly loaded rectangular and I beams, and square plates with either simply supported or clamped ends (or edges). The results are compared with known results from analytical and/or finite element analyses. Finally, a uniformly loaded stiffened panel is analysed and the results are compared with finite element results. In all cases, the results indicate that a single bending mode in the strip direction is sufficient to yield engineering accuracy for desi
ISSN:0029-5981
DOI:10.1002/nme.1620280207
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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7. |
Approximate direct‐search minimax circuit optimization |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 359-368
Stephen E. Sussman‐Fort,
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摘要:
AbstractA direct‐search optimization strategy, involving pattern‐searches, pattern‐moves and a simplex algorithm, has been applied to a number of frequency‐domain circuit problems. We show that an approximate minimax result can be obtained with our simple approach, which includes using a modified minimax error function. In the examples attempted, the method comes quite close to the accuracy, if not the efficiency, of true minimax optimizers, and yields an accuracy as good as or better than a least‐pth (p= 10) gradient optimizer. The method is broadly appropriate wherever it is difficult or inconvenient to calculate the gradients required for conventional minimax opt
ISSN:0029-5981
DOI:10.1002/nme.1620280208
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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8. |
3‐D shape optimal design and automatic finite element regridding |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 369-384
Tse‐Min Yao,
Kyung K. Choi,
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摘要:
AbstractA unified method for continuum shape design sensitivity analysis and optimal design of mechanical components is developed. A domain method of shape design sensitivity analysis that uses the material derivative concept of continuum mechanics is employed. For numerical implementation of shape optimal design, parameterization of the boundary shape of mechanical components is defined and illustrated using a Bezier surface. In shape design problems, nodal points of the finite element model move as the shape changes. A method of automatic regridding to account for shape change has been developed using a design velocity field in the physical domain that obeys the governing equilibrium equations of the elastic solid. For numerical implementation of the continuum shape design sensitivity analysis and automatic regridding, an established finite element analysis code is used. To demonstrate the feasibility of the method developed, shape design optimization of a main engine bearing cap is carried out as an example.
ISSN:0029-5981
DOI:10.1002/nme.1620280209
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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9. |
Assumed strain stabilization procedure for the 9‐node Lagrange shell element |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 385-414
Ted Belytschko,
Bak Leong Wong,
Henryk Stolarski,
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摘要:
AbstractAn assumed strain (strain interpolation) method is used to construct a stabilization matrix for the 9‐node shell element. The stabilization procedure can be justified based on the Hellinger–Reissner variational method. It involves a projection vector which is orthogonal to both linear and quadratic fields in the local co‐ordinate system of each quadrature point. All terms in the development involve 2 × 2 quadrature in the 9‐node element. Example problems show good accuracy and an almost optimal rate of con
ISSN:0029-5981
DOI:10.1002/nme.1620280210
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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10. |
A new moving finite element method based on quadratic approximation functions |
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International Journal for Numerical Methods in Engineering,
Volume 28,
Issue 2,
1989,
Page 415-430
Jens A. Hansen,
Ole Hassager,
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摘要:
AbstractMoving finite element methods are adaptive gridding procedures especially designed for systems of partial differential equations whose solutions contain steep gradients. A new moving finite element method based on quadratic approximation functions is presented. Both the theoretical and computational aspects are outlined. Performance of the method is illustrated with solutions to Burgers' equation. The solution is accurate and remarkably smooth in the entire domain.
ISSN:0029-5981
DOI:10.1002/nme.1620280211
出版商:John Wiley&Sons, Ltd
年代:1989
数据来源: WILEY
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