Engineering Computations: Volume 18 Issue 1/2
Strapline:
International journal for computer-aided engineering and softwareTable of contents
A fast contact detection algorithm insensitive to object sizes
Eric Perkins, John R. WilliamsPresents a new contact detection algorithm based on double‐ended spatial sorting (DESS) that is insensitive to variations in object size. It was developed to address the problems…
Element‐free Galerkin method for contact problems in metal forming analysis
Guangyao Li, Ted BelytschkoThe total Lagrangian formulation and implementation of the element‐free Galerkin method (EFG) is presented for the analysis of contact‐impact problems with large deformations and…
Modeling and simulation of the decohesion of particulate aggregates in a binding matrix
T.I. Zohdi, P. WriggersA model for the decohesion of aggregates of suspended particulate material in a binding matrix is developed. In the model cohesive zones which envelop each particle individually…
Identification of damage in beam and plate structures using parameter‐dependent frequency changes
K. Dems, Z. MrózDamage of a structure affects its stiffness properties and induces a shift in the free frequency spectrum. In the paper, an additional parameter is introduced, such as…
Refined explicit integration of elastoplastic models with automatic error control
Scott W. Sloan, Andrew J. Abbo, Daichao ShengEffective explicit algorithms for integrating complex elastoplastic constitutive models, such as those belonging to the Cam clay family, are described. These automatically divide…
A fully‐distributed parallel global search algorithm
Layne T. Watson, Chuck A. BakerThe n‐dimensional direct search algorithm, DIRECT, developed by Jones, Perttunen, and Stuckman has attracted recent attention from the multidisciplinary design optimization…
Towards an efficient meshless computational technique: the method of finite spheres
Suvranu De, Klaus‐Jürgen BatheComputational efficiency and reliability are clearly the most important requirements for the success of a meshless numerical technique. While the basic ideas of meshless…
The variational theory of complex rays for the calculation of medium‐frequency vibrations
P. Ladevèze, L. Arnaud, P. Rouch, C. BlanzéA new approach called the “variational theory of complex rays” (VTCR) is developed for calculating the vibrations of weakly damped elastic structures in the medium‐frequency…
Analysis of shear flexible beams, using the meshless local Petrov‐Galerkin method, based on a locking‐free formulation
J.Y. Cho, S.N. AtluriThe problems of shear flexible beams are analyzed by the MLPG method based on a locking‐free weak formulation. In order for the weak formulation to be locking‐free, the numerical…
Some observations on embedded discontinuity models
R. de Borst, G.N. Wells, L.J. SluysThe formulation of finite elements with incompatible discontinuous modes is examined rigorously. Both weak and strong discontinuities are considered. Starting from a careful…
Large‐strain elasto‐plastic shell analysis using low‐order elements
M.A. Crisfield, D. TanDescribes two low‐order shell elements, one (quadrilateral) with 16 degrees‐of‐freedom; twelve translations and four rotations and another (triangular) with 12 degrees‐of‐freedom;…
Customizing the mass and geometric stiffness of plane beam elements by Fourier methods
Carlos A. FelippaTeaches by example the application of finite element templates in constructing high performance elements. The example discusses the improvement of the mass and geometric stiffness…
Load paths and load flow in finite element analysis
D.W. Kelly, P. Hsu, M. AsudullahA procedure for plotting load paths and load flow in structures from a finite element analysis is described. The load flow is indicated by pointing vectors and the load paths are…
Implicit integration of a generalized plasticity constitutive model for partially saturated soil
H.W. Zhang, O.M. Heeres, R. de Borst, B.A. SchreflerExtends the stress update algorithm and the tangent operator recently proposed for generalized plasticity by De Borst and Heeres to the case of partially saturated soils, where on…
ISSN:
0264-4401e-ISSN:
1758-7077ISSN-L:
0264-4401Online date, start – end:
1984Copyright Holder:
Emerald Publishing LimitedOpen Access:
hybridEditor:
- Prof. Chenfeng Li