1. |
A parallelized Lattice‐Gas solver for transient Navier–Stokes‐flow: Implementation and simulation results |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1243-1258
M. Krafczyk,
E. Rank,
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摘要:
AbstractThe last decade has seen the development of Lattice‐Gas (LG) schemes as a complementary if not alternative method for the simulation of moderate Reynolds‐Number Navier–Stokes flow. After a short theoretical introduction we present a detailed discussion of implementation features for a specific 2D‐LG algorithm, which runs in parallel on a workstation‐cluster, discuss simulation results and compare one of them to experimental studies. Finally, we attempt to point out present problems and perspectives of thes
ISSN:0029-5981
DOI:10.1002/nme.1620380802
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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2. |
Analysis and optimization of weakly coupled thermoelastoplastic systems with applications to weldment design |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1259-1285
Panagiotis Michaleris,
Daniel A. Tortorelli,
Creto A. Vidal,
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摘要:
AbstractA systematic approach for the design of weakly coupled thermoelastoplastic systems is presented. The Newton–Raphson iteration method is used in the solution process so that analytic design sensitivity formulations may be efficiently derived via the direct differentiation technique. The derived formulations are suitable for finite element implementations. Analysis and sensitivity analysis capabilities are combined with numerical optimization to form an optimum design algorithm. To demonstrate the algorithm, we optimally design a weldment with respect to manufacturing and service life aspect
ISSN:0029-5981
DOI:10.1002/nme.1620380803
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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3. |
Assumed strain formulation for the four‐node quadrilateral with improved in‐plane bending behaviour |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1287-1305
Henryk K. Stolarski,
Yung‐I Chen,
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摘要:
AbstractA new assumed strain quadrilateral element with highly accurate in‐plane bending behaviour is presented for plane stress and plane strain analysis. The basic idea of the formulation consists in identification of various modes of deformation and then in proper modification of the strain field in some of these modes. In particular, the strain operator corresponding to the in‐plane bending modes is modified to simulate the strain field resulting from the assumptions usually made in structural mechanics. The modification of the strain field leads to the assumed strain operator on the element level. As a result, the so‐called shear and membrane locking phenomena are alleviated. The element exhibits remarkable success in bending‐ dominated problems even when severely distorted and high aspect ratio meshes are used. Another advantage of the present assumed strain element is that locking for nearly incompressible materials is also mitigated. While this assumed strain element passes the patch test only for the parallelogram shapes, the element provides convergent solutions as long as the initially general form of the element approaches a parallelogram shape with the refinement of t
ISSN:0029-5981
DOI:10.1002/nme.1620380804
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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4. |
Embedded representation of fracture in concrete with mixed finite elements |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1307-1325
Hamid R. Lotfi,
P. Benson Shing,
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摘要:
AbstractAs an alternative to the smeared and discrete crack representations, an embedded representation of fracture for finite element analysis of concrete structures is presented. The three‐field Hu–Washizu variational statement is extended to bodies with internal discontinuities. The extended variational statement is then utilized for formulating elements with a discontinuous displacement field. The new elements are capable of modelling different deformation modes of an internal discontinuity at the element level. The satisfactory performance of the embedded crack representation is verified by several case studies on concrete fract
ISSN:0029-5981
DOI:10.1002/nme.1620380805
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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5. |
High performance computational kernels for selected segments of apfinite element code |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1327-1340
E. Barragy,
R. Van De Geijn,
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摘要:
AbstractA high performance implementation is presented for three kernel routines commonly found in element‐byelement preconditioned conjugate gradient finite element codes. These routines include forming the element stiffness matrices and loading vectors, or in the case of a non‐linear problem, element residual vectors; and routines for applying element matrix–vector products. The present study considers tensor product elements of arbitrary mapping in 2‐D, although the generalization to triangular elements and serendipity elements is straightforward. The implementation presented is most appropriate for highptype finite element methods, where the element matrices are relatively large and dense. This results in a set of high performance kernels for superscalar architectures, which otherwise may be memory bandwidth limited. Performance studies are presented for a representative superscalar microprocessor, the Intel i860. As these types of microprocessors are at the heart of modern workstations as well as several parallel supercomputing systems, this work is relevant across a variety of platforms. The resulting kernels yield both high performance on a variety of sequential architectures as well as a high degree of code portability through the basic linear algebra subprograms me
ISSN:0029-5981
DOI:10.1002/nme.1620380806
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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6. |
Plate spectral elements based upon Reissner–Mindlin theory |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1341-1360
Uzi Zrahia,
Pinhas Bar‐Yoseph,
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摘要:
AbstractPlate bending spectral elements based upon the Reissner–Mindlin theory is developed for a rectangular plate. Numerical comparison studies for static and eigenvalue problems, demonstrate the excellent performance and robustness of the present method. The improvement in accuracy and computational efficiency in comparison with low order plate bending elements is remarkable and suggests that the proposed approach is an alternative to existing scheme
ISSN:0029-5981
DOI:10.1002/nme.1620380807
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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7. |
Voronoi cell finite element model based on micropolar theory of thermoelasticity for heterogeneous materials |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1361-1398
Somnath Ghosh,
Yunshan Liu,
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摘要:
AbstractIn this paper, a new ‘Voronoi cell finite element model’ is developed for solving steady‐state heat conduction and micropolar thermoelastic stress analysis problems in arbitrary heterogeneous materials. The method is based on the natural discretization of a multiple phase domain into basic structural elements byDirichlet Tessellation. Tessellation process results in a network of polygons called Voronoi polygons. In this paper, formulations are developed for treating these polygons as elements in a finite element mesh. Furthermore, a composite Voronoi cell finite element model is developed to account for the presence of a second phase inclusion within a polygonal element. Various numerical examples are executed for validating the effectiveness of this model in the analysis of the temperature and stress fields for micropolar elastic materials. Effective material properties are derived for microstructures containing different distributions of second
ISSN:0029-5981
DOI:10.1002/nme.1620380808
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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8. |
A self‐adaptive fe system based on recursive spatial decomposition and multigrid analysis |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1399-1421
Yoram Pressburger,
Renato Perucchio,
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摘要:
AbstractThis paper introduces an automatic self‐adaptive finite element system for 3‐D stress analysis of homogeneous elastic solids described in a Solid Modelling System (SMS). This system reduces the role of the analyst into two basic tasks: defining the problem (i.e. geometry, material properties and boundary conditions) and specifying the desired accuracy in the analysis. The approach followed in this work is based on Recursive Spatial Decomposition (RSD) of solids defined in a SMS. The system includes procedures for meshing, analysis, error estimation, and adaptive remeshing and reanalysis. The various procedures share the same hierarchical data structure built on the
ISSN:0029-5981
DOI:10.1002/nme.1620380809
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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9. |
Comment on ‘time–space method for multidimensional melting and freezing problems’, By T. S. Saitoh, M. Nakamura and T. Gomi |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1423-1423
Faruk Civan,
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ISSN:0029-5981
DOI:10.1002/nme.1620380810
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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10. |
Announcements |
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International Journal for Numerical Methods in Engineering,
Volume 38,
Issue 8,
1995,
Page 1425-1426
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ISSN:0029-5981
DOI:10.1002/nme.1620380811
出版商:John Wiley&Sons, Ltd
年代:1995
数据来源: WILEY
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