3/2002
Contents:
The 8-th Workshop of the Polish Society of Computer Simulation, 30 August - 1 September 2001, Gdansk-Sobieszewo - Selected papers:
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Z.Kowalska, Modelling and Simulation of Dynamic Unilateral Elasto-plastic Contact of Compact Hard Bodies
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R.Bogacz, M.Kocjan and W.Kurnik, Dynamics of Wheel-Tyre Subjected to Moving Oscillating Force
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Z.Galkowski, An Analysis of Influence of SMA Material on Dynamic Properties of a Spring Taking into Account Constructional Friction
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M.Pietrzakowski, A Design of Piezoelectric Vibration Absorber with the Capacitive Adjustment
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A.Uscilowska and J.A.Kolodziej, Chaotic Motion of a Multi-articulated Tower Immersed in Waving Fluid: Numerical Experiment
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S.Opoka and H.Walukiewicz, Informational Entropy in Simulation of One-dimensional Random Fields
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J.Tejchman, Evolution of Shear Localisation in Earth Pressure Problems of a Retaining Wall
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T.Majewski and J.Tejchman, Numerical Analysis of Behaviour of Reinforced Concrete Elements under Eccentric Compression
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J.Kozicki and J.Tejchman, Application of a Cellular Automata Model to Granular Flow
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J.Bobinski and J.Tejchman, A Non-local Elasto-plastic Model to Describe Localisations of Deformation in Concrete
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M.Kujawa, T.Mikulski and Cz.Szymczak, Numerical Simulation of Behaviour of Thin-walled Frames Subjected to Static Loads
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I.Kreja and Cz.Szymczak, Numerical Simulation of a Thin-walled Beam with Warping Stiffeners Undergoing Torsion
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M.Litniewski, Influence of Step Errors (Truncation Errors) on Resultsof Molecular Dynamics Simulations
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J.Leluk, M.Sobczyk and L.Becella, Correlated Mutations in Selected Protein Families
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W.Kwedlo and M.Kretowski, Learning Decision Rules Using a Distributed Evolutionary Algorithm
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S.T.Wierzchon, Function Optimization by the Immune Metaphor
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M.Kozlowski and S.T.Wierzchon, Evolutionary Algorithm for Learning Bayesian Structures from Data
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Contributed papers
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M.Gajer, The Implementation of the Example-based Machine Translation Technique for French-to-Polish Automatic Translation System
- abstract | full text
From the History of Science in Gdansk
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A.Januszajtis,
The Library of the Technical University of Gdansk in Bremen
Abstracts:
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Z.Kowalska, Modelling and Simulation of Dynamic Unilateral Elasto-plastic Contact of Compact Hard Bodies
The problems of modelling, simulation and analysis of vibro-impact motion
of compact hard bodies are considered. In particular, dynamic elasto-plastic
contact is simulated by using Johnson's analytical model of spherical bodies'
contact. The results are compared with behaviour of the system with discrete
linear-perfectly plastic model of contact.
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R.Bogacz, M.Kocjan and W.Kurnik, Dynamics of Wheel-Tyre Subjected to Moving Oscillating Force
The subject of the paper is analysis of wheel of a moving
railway vehicle which is subjected to a moving oscillating force. Rail
ring is treated as a beam of small curvature connected to wheel axle with
a Winkler foundation. Bernoulli-Euler and Timoshenko beam model is
used. Results are gained using Fourier transformation. Space and
space-time graphs, showing wave propagation in subcritical and
supercritical zones of excitation, concerning resonance of transverse
vibrations, are included.
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Z.Galkowski, An Analysis of Influence of SMA Material on Dynamic Properties of a Spring Taking into Account Constructional Friction
In this paper, an analysis of forced transverse harmonic vibration with
constant changes of the exciting force in a dynamic system consisting of
two beams is presented together with a model of a leaf spring. In this
junction both beams are made of shape memory material (SMA). The constructional
friction is also taken into account. For the purpose of the analysis an
equivalent linearization of the elasticity-damping features of the beams was
conducted. As an effect of linearization a junction was acquired with
both stiffness of elements and viscosity damping. The obtained differential
equations were solved using the asymptotic Bogolubov-Krylov-Mitropolski
method. The results of the conducted simulation are presented on graphs,
showing the influence of unitary pressure on the system's damping properties.
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M.Pietrzakowski, A Design of Piezoelectric Vibration Absorber with the Capacitive Adjustment
In the paper the problem of vibration damping via piezoelectric
absorbers capacitively shunted is studied. The considered system is a
simply supported beam with the absorber composed of piezoceramic patches
joined by means of brackets in a uniform distance from the beam surface
symmetrically on both sides of the beam. Due to the applied damping
strategy piezoceramic actuators are shunted with a changeable capacitor in
the external circuit to tune the resonance frequencies of the system. The
analysis is completed with results of numerical simulations.
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A.Uscilowska and J.A.Kolodziej, Chaotic Motion of a Multi-articulated Tower Immersed in Waving Fluid: Numerical Experiment
The offshore structures, such as multi-articulated towers, manipulators
working in waving fluid are more and more popular structures. Commonly they are
modelled as an inverted pendulum. The motion of such tower immersed in waving
fluid is under consideration. It is assumed that the tower is hinged to
the seabed by the hinge with friction. The joint of tower elements is the
hinge with friction, as well. Motion of tower loaded by regular wave fluid
force is considered. The numerical experiment shows that the multi-potential
systems may move chaotically for some parameters of the tower and the fluid.
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S.Opoka and H.Walukiewicz, Informational Entropy in Simulation of One-dimensional Random Fields
The entropy H of a continuous distribution with probability density
function f* is defined as a function of the number of nodes (n) in
a one-dimensional scalar random field. For the second order theory this
entropy is expressed by the determinants of the covariance matrices and
simulated for several types of correlation functions. In the numerical
example the propagation of the entropy for the static response of linear
elastic, randomly loaded beam has been considered. Two unexpected results have
been observed:
- function H(n) is entirely different for differentiable (m.s.)
and non-differentiable fields, with the same parameters in the correlation
functions,
- in some cases, the greater randomness at the input (measured by
the entropy) does not lead to the greater randomness at the output.
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J.Tejchman, Evolution of Shear Localisation in Earth Pressure Problems of a Retaining Wall
The paper deals with numerical investigations of the evolution of shear
localisation in granular bodies for earth pressure problems of a retaining
wall in conditions of plane strain. The passive and active failure of a
retaining wall in sand is discussed. The calculations are carried out with a
rigid and very rough retaining wall undergoing horizontal translation,
rotation around the top and rotation around the bottom. The behaviour of dry
sand is numerically modelled with a finite element method using a hypoplastic
constitutive relation within a polar (Cosserat) continuum. The constitutive
relation is obtained through extension by polar quantities, viz. rotations,
curvatures and couple stresses, using the mean grain diameter as a
characteristic length. During FE-calculations, the attention is laid on the
influence of different wall movements on shear localisation. In addition, the
effects of the initial void ratio, distribution of the initial void ratio and
mean grain diameter, pressure level and size of the sand body and retaining
wall is investigated in the case of a passive wall translation. The FE-results
are compared with corresponding experimental results of laboratory model
tests.
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T.Majewski and J.Tejchman, Numerical Analysis of Behaviour of Reinforced Concrete Elements under Eccentric Compression
Paper presents results of numerical modelling of behaviour of plane strain
reinforced concrete elements under eccentric compression. In the analysis, a
finite element method was used based on an elasto-plastic constitutive law by
Drucker-Prager with hardening and softening for concrete and an elasto-plastic
constitutive law by von Mises for reinforcement. The effects of boundary
conditions at the element ends, eccentricity of the compressive load, element
slenderness, area of the longitudinal and horizontal reinforcement on the load
bearing capacity of elements were studied. The effect of the mesh refinement
on the bearing capacity of elements was also analysed. A satisfactory
agreement with model tests was achieved.
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J.Kozicki and J.Tejchman, Application of a Cellular Automata Model to Granular Flow
Paper presents the results of simulations of granular flow with a cellular
automata model. Flow of granular material behind a moving retaining wall
and in a silo with inserts was numerically analysed. Two different migration
schemes during flow were assumed. Advantages and limits of the model were
outlined.
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J.Bobinski and J.Tejchman, A Non-local Elasto-plastic Model to Describe Localisations of Deformation in Concrete
The paper presents numerical simulations of behaviour of concrete elements
subjected to uniaxial compression for plane strain. FE-calculations are
performed with two different elasto-plastic constitutive laws for concrete.
Numerical results obtained suffer from mesh sensivity due to the presence of
material softening. To obtain a well-posed boundary problem and a mesh
independent solution, conventional constitutive laws with softening require an
extension (called regularisation) to describe properly the localisations of
deformations. In this paper elasto-plastic constitutive laws are extended by
non-local strain terms. Owing to them, localisations of deformations are
realistically captured.
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M.Kujawa, T.Mikulski and Cz.Szymczak, Numerical Simulation of Behaviour of Thin-walled Frames Subjected to Static Loads
In this paper we are discussing the problem of behaviour of
frames composed of thin-walled members with bisymmetric open
cross-section. We present results of computer simulations of behaviour of
the frame subjected to torsional loads. The main problem of the simulation
is bimoment distribution in the frame node. The new approach using the
node superelement is proposed to carry out static analysis of the frame.
Numerical examples of the frame analysis subjected to a torque are given.
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I.Kreja and Cz.Szymczak, Numerical Simulation of a Thin-walled Beam with Warping Stiffeners Undergoing Torsion
A new approach to numerical simulation of behavior of thin-walled beams
of open cross-section with some warping stiffeners is presented. The structure
model consists of one-dimensional finite elements described by the standard
theory of thin-walled beams with non-deformable cross-section and FEM
superelements with warping stiffeners. Comparative study of different kinds
of modeling of the beams is performed; some numerical examples of simulation
of I-beams behavior are given.
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M.Litniewski, Influence of Step Errors (Truncation Errors) on Resultsof Molecular Dynamics Simulations
Step errors (local errors, called also truncation errors) of
the algorithms used in molecular dynamics simulations may result
in non-physical correlations between particle velocities, as well as
in errors of thermodynamic properties of simulated systems (energy, pressure).
The simulations of the Lennard-Jones liquid showed, that the influence is
especially high for the Verlet velocity algorithm. Beeman's technique
decreases the correlations between the velocities, but at high densities the
values of the errors of general averages are close to that of the Verlet
method. The influence of step errors can be decreased by about two orders
of magnitude by applying the Cowell-Numerov 4-th order implicit method
(equivalent to the Gear 4-th order method treated as an implicit one). The
method is very stable (more stable than the Verlet one), and can be highly
optimized by restricting iteration to the closest neighbors of a given
particle. As a result, the method becomes more efficient than the higher
order explicit symplectic methods.
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J.Leluk, M.Sobczyk and L.Becella, Correlated Mutations in Selected Protein Families
Four different protein families (two proteinase inhibitor families,
myoglobins and lysozymes) were surveyed for correlated mutations with
respect to the position distance and their significance in structure
stabilization and biological activity. They were chosen for this study in
order to verify the currently admitted model of mutational correlation
relationship with respect to spatial contact of the residues and
contribution in protein biological activity. There was observed high
contribution of spatially dispersed residues (which are also not involved in
the protein active center) in mutational correlation. Because of the
significantly large distance between correlated positions these cases do not
correspond explicitly to any mechanism included in current hypotheses. It
is suggested that the role of residue spatial contact in structure
preservation, intermolecular interaction and active site rescue mechanisms
only partially explains the correlation phenomenon.
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W.Kwedlo and M.Kretowski, Learning Decision Rules Using a Distributed Evolutionary Algorithm
A new parallel method for learning decision rules from databases by using
an evolutionary algorithm is proposed. We describe an implementation of EDRL-MD
system in the cluster of multiprocessor machines connected by Fast Ethernet.
Our approach consists in a distribution of the learning set into processors of
the cluster. The evolutionary algorithm uses a master-slave model to compute
the fitness function in parallel. The remiander of evolutionary algorithm is
executed in the master node. The experimental results show, that for large
datasets our approach is able to obtain a significant speed-up in comparison
to a single processor version.
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S.T.Wierzchon, Function Optimization by the Immune Metaphor
The main goal of the immune system is to protect an organism
against pathogens. To be able to recognize unknown (i.e. never seen)
pathogens, the immune system applies a number of methods allowing to
maintain sufficient diversity of its receptors. The most important methods are
clonal selection and suppression of ineffective receptors. In effect the immune
system admits maturation affinity property: during its functioning it
continuously improves its ability to recognize new types of pathogens.
This idea had found many interesting computer-oriented applications.
In this paper a simple and easy to implement algorithm for multi-modal
as well as non-stationary functions optimization is proposed.
It is based on clonal selection and cells suppression mechanisms.
Empirical results confirming its usability for uni-, multi-modal and
non-stationary functions optimization are presented, and
a review of other immunity-based approaches is given.
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M.Kozlowski and S.T.Wierzchon, Evolutionary Algorithm for Learning Bayesian Structures from Data
In this paper we report an evolutionary approach to learning
Bayesian networks from data. We explain reasons, which advocate such a
non-deterministic approach. We analyze weaknesses of previous works and
come to conclusion that we should operate in the search space native for
the problem i.e. in the space of directed acyclic graphs instead of
standard space of binary strings. This requires adaptation of evolutionary
methodology into very specific needs. We propose quite new data
representation and implementation of generalized genetic operators and
then we present an efficient algorithm capable of learning complex
networks without additional assumptions. We discuss results obtained with
this algorithm. The approach presented in this paper can be extended with
the possibility to absorb some suggestions from experts or obtained by
means of data preprocessing.
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M.Gajer, The Implementation of the Example-based Machine Translation Technique for French-to-Polish Automatic Translation System
High-quality machine translation between human languages has
for a long time been an unattainable dream for many computer scientists
involved in this fascinating and interdisciplinary field of computer
application. The developed quite recently example-based machine
translation technique seems to be a serious alternative to the existing
automatic translation techniques. In the paper the usage of the example
based machine translation technique for the development of system which
would be able to translate an unrestricted French text into Polish is
proposed. The new approach to the example-based machine translation
technique that takes into account the peculiarity of the Polish grammar is
developed. The obtained primary results of the development of the proposed
system seem to be very promising and appear to be a step made in the right
direction towards a fully-automatic high quality French-into-Polish
machine translation system for unrestricted text.
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