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   <dc:title>Kratos Dem, a paralel code for concrete testing simulations using the discrete element method</dc:title>
   <dc:creator>Santasusana Isach, Miquel</dc:creator>
   <dc:contributor>Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria</dc:contributor>
   <dc:contributor>Oñate Ibáñez de Navarra, Eugenio</dc:contributor>
   <dc:contributor>Celigueta Jordana, Miguel Ángel</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó</dc:subject>
   <dc:subject>Concrete -- Testing</dc:subject>
   <dc:subject>Discrete Element Method</dc:subject>
   <dc:subject>Numerical Methods</dc:subject>
   <dc:subject>Particles</dc:subject>
   <dc:subject>CIMNE</dc:subject>
   <dc:subject>KRATOS</dc:subject>
   <dc:subject>Computational Solid Mechanics</dc:subject>
   <dc:subject>Parallelization</dc:subject>
   <dc:subject>Formigó -- Proves</dc:subject>
   <dc:description>This dissertation is the result of the implementation of a Discrete Element Method code in an open&#xd;
source object-oriented software platform called Kratos developed in CIMNE (Barcelona). &#xd;
&#xd;
After the introduccion and the objectives, a brief review on the Discrete Element Method in its&#xd;
basic conception is presented in the third chapter of the document while the theoretical developments&#xd;
and discussions for the application of the method to continous media, specially to conctrete testing&#xd;
simulation, can be found in the fourth chapter. Also here, special attention is paid to the capabilities&#xd;
of this method when it is applied to continuous media; several numerical analisis are performed here&#xd;
to show the possibilities and limitations of the method in the fifth chapter. In the sixth chapter, the Kratos framework is introduced and the basic structure of the developed&#xd;
application is explained. The implementation of the utilities that permit, from a user-friendly&#xd;
interface, perform concrete test simulations can be found here. Furthermore, the possibilities and&#xd;
advatages that the Kratos framework provides the DEM-Application are shown as well as examples&#xd;
of how the code behaves in terms of High Performance Computing. Additionally, examples of coupling&#xd;
of this application with other codes and work done by other researchers in the institution are&#xd;
here presented. In the seventh chapter, the results of the different concrete simulation tests can be&#xd;
found as a verification of the code comparing with the results obained by Dempack. Finally, in the&#xd;
last chapter some conclusions and future work is presented.&#xd;
The objective of the KDEM, in its conception, was to have a base program for the DEM coded in&#xd;
a very powerful and versatile platform, the open-source multiphysics code Kratos. This permits different&#xd;
researchers extending and improving the code as well as using as a closed package for projects&#xd;
and simulation by advanced users and engineers. Previous to this, in CIMNE, another code based on the Discrete Element Method has been&#xd;
used for engineering projects, Dempack. When the KDEM code started the purpose was to provide&#xd;
CIMNE a general DEM application able to be parallelized and to be combined with other fluid or&#xd;
structure applications. At the same time, a lot of implementation has been done in order to substitute,&#xd;
and improve if possible, the existing code Dempack; part of this thesis focuses on the concrete&#xd;
test simulation, a field where CIMNE has currently projects ongoing.&#xd;
The result of this work accomplishes the objective of providing Kratos a general purpose paralelizable&#xd;
Discrete Element Method application which is the of the interest of CIMNE. In a second&#xd;
term, it presents the first promising results in the field of Concrete Test Simulation, following the&#xd;
objective of substituing in the future, the existing application, Dempack.</dc:description>
   <dc:date>2013-12-12</dc:date>
   <dc:type>Master thesis</dc:type>
   <dc:identifier>https://hdl.handle.net/2099.1/20654</dc:identifier>
   <dc:identifier>PRISMA-90209</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:rights>http://creativecommons.org/licenses/by/3.0/es/</dc:rights>
   <dc:rights>Open Access</dc:rights>
   <dc:rights>Attribution 3.0 Spain</dc:rights>
   <dc:format>application/pdf</dc:format>
   <dc:publisher>Universitat Politècnica de Catalunya</dc:publisher>
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