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Creation, optimization and verification of a three dimensional numerical model to simulate a dragline bucket during the digging cycle using modern DEM software /Dymond, Graeme Francois Dryden. January 2007 (has links)
Thesis (MScIng)--University of Stellenbosch, 2007. / Bibliography. Also available via the Internet.
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Bucyrus Erie 1570w dragline - analysis of the upper main suspension systemBrown, Neil 12 January 2015 (has links)
No description available.
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Draglines gear monitoring under fluctuating conditions /Eggers, Berndt Leonard. January 2007 (has links)
Thesis (M.Eng. (Mechanical and Aeronautical Engineering)) -- University of Pretoria, 2007. / Includes bibliographical references (p. 103-108)
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Load-maintenance interaction : modelling and optimisation /Townson, Peter Gerard Allan Luke. January 2002 (has links)
Thesis (Ph. D.)--University of Queensland, 2002. / Includes bibliographical references.
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The influence of geometry on dragline bucket filling performanceEsterhuyse, Schalk Willem Petrus January 1997 (has links)
Thesis (MEng.) -- Stellenbosch University, 1997. / One copy microfiche. / ENGLISH ABSTRACT: This thesis desc1ibes the procedure followed in order to establish geometry changes to the
current lig!1tweight dragline bucket lmilt by Wright Equipment Compan:Y to improve its
performance. The bucket performs very well as is and big changes v , e not expected.
This project was done as part of the Mechanical Engineering Masterr- Jegree requirements
at the University of Stellenbosch, while being employed by Wriglh Equipment
A scale model dragline was designed and built to be used in collecting the data. The most
significant variables when considering dragline bucket filling were established and ranked
according to their relative influence. The tests were done, using four different scale model
dragline buckets and changing a 11umber of variables on each of them at different drag
angles and in different digging conditions.
Eventually it was found that a shorter, wider bucket with a lower hitch, resulted in
improved performance as far as filling distance and filling energy requirements were
concerned. The maximum required drag force was not increased, meaning stalling of the
bucket would not be a problem. The changes do have some structural implications though
aud should be investigated before any changes are made. / AFRIKAANSE OPSOMMING: Die tesis be£kryf die prosedure wat gevolg is om geometrie veranderinge aan die liggewig
sleepgraatbak, wat deur die maatskappy Wright Equipment vervaardig word, te
ondersoek. Die uiteindelike doel was om di~ produktiwiteit van die bak (gedefinieer as die
hoeveel bogrond wat in 'n gegewe tyd geskuif word} te verbeter Die projek het deel
gevorm van die vereistes vir 'n Meestersgraad in Meganiese lngenieurswese by die
Universiteit van Stellenbosch.
'n Skaalmodel sleepgraaf is ontwerp en gebou vir gebruik in die versameling van die
nodige data. Die belangrikste faktore betrokke by die vulling van sleepgraatbakke is
vasgestel en in rangorde van belangrikheid gegroepeer. Vier skaalmodel sleepgraatbakke,
waarop verskillende geometriese veranderinge gedoen kon word, is gebruik in toetse teen
verskillendt sleephoeke en grondkondisies.
Daar is gevind dat 'n korter, wyer bak met 'n laer sleeppUt"'t '1. v~rbetering in
werkverrigting gee in terme van afstand om te vul en energie ve1·t.· :•.• Die maksimum
sleepkrag benodig is ook nie verhoog nie, met die gevolg dat str:, l,' nie 'n probleeill sal
wees me. Die voorgestelde veranderinge het egter struk.i.t..•' ic imt"i'---dsies wat eers
ondersoek sal moet word voor enige veranderinge gedoen word.
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Creation, optimization and verification of a three dimensional numerical model to simulate a dragline bucket during the digging cycle using modern DEM softwareDymond, Graeme Francois Dryden 12 1900 (has links)
Thesis (MScEng (Mechanical and Mechatronic Engineering))--University of Stellenbosch, 2007. / Dragline bucket designers are required to evaluate new bucket designs by building and testing scale buckets. Concerns about the reliability and accuracy
of scale testing have been raised in recent years, but there was no alternative.
However, recent advances in computing power and granular flow modeling are
changing this and, we are entering an era where it is possible to numerically
simulate dragline bucket filling. However, verification of the numerical simulation
is necessary before useable data can be obtained.
This thesis explains the algorithm used by modern discrete element codes
to simulate granular materials. The process used to create the numerical model
and calibrate the material will be discussed. An experimental test bench was
also built to record experimental data for the verification the numerical model.
As the project progressed it became clear that the time needed to run a
single simulation dramatically limits the number of simulations that could be
run. Consequently, different approaches that could reduce simulation time
were also investigated.
Unlike the other material parameters, there is no test that can be used to
directly calibrate the damping. An array of numerical simulations were therefore
conducted testing different damping schemes. The comparison performed
between the numerical and experimental data showed that the numerical models
could not accurately simulate the experimental measurements of the scale
model dragline bucket. The numerical model did, however, predict many of the trends identified in the experimental simulation. With more realistic contact
models and better computer facilities, nonetheless, it is highly probable
that numerical models will be capable of simulating dragline bucket filling
accurately. Further study is, therefore, justified.
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Modelling of dragline dynamicsCrous, Pieter Gobregts 03 1900 (has links)
Thesis (MEng) -- Stellenbosch University, 2000. / ENGLISH ABSTRACT: The utilisation ofDraglines to remove overburden in surface mining operations is often the
process that determines the output of these operations. The bucket and its rigging have
been identified as important components where design changes can improve the efficiency
of the dragline. It is necessary to create a method to predict the dynamic behaviour of the
bucket when various design changes are made to the rigging and the bucket. A rigid
multibody dynamic method is formulated that can be used to predict the behaviour of any
physical system that can be modelled as a set of connected rigid bodies. This multibody
method is verified with analytic test problems and an experiment. A description is given
how to use this rigid multibody dynamic method to model the dragline and predict the
behaviour ofthe bucket during an operational cycle. / AFRIKAANSE OPSOMMING: Sleepgrawe word gebruik in oppervlakmynbouaktiwiteite om die mineraal neerslae wat
ontgin word te ontbloot. Hierdie proses bepaal baie keer die produksie van die mynbou
aktiwiteit. Die sleepgraaf se bak en die takelwerk van die bak het 'n groot invloed op die
sleepgraaf se werksverrigting. Om die bak se werksverrigting te verbeter is 'n metode
nodig om die dinamiese gedrag van die bak te voorspel. In hierdie dokument word 'n
metode beskryf waarmee die dinamiese gedrag van enige stelsel bepaal kan word, wat as
'n stelsel van onderling-verbinde onbuigbare liggame beskryf kan word. Die korrektheid
van hierdie metode is getoets met behulp van analitiese sowel as eksperimentele metodes.
Daar word ook 'n beskrywing gegee hoe hierdie metode gebruik kan word om die
beweging van die bak tydens 'n tipiese werksiklus te voorspel.
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