Umiejętności
Algorytmy
Apache
C++
Dane
Debian
E-commerce
Analiza elementów skończonych
Hyper-V
Internet
Java
LaTeX
Linux
Linux System Administration
Modelowanie Matematyczne
Matlab
Symulacja numeryczna
Programowanie
System Windows
Discrete Element Method
Boundary Element Method
Języki
polski
ojczysty
angielski
biegły
niemiecki
dobry
Doświadczenie zawodowe
Linux Systemadministrator
Systemadministrator im Bereich Linux/UNIX Systeme.
Verantwortlich für das Komponentendesign von Red Hat Enterprise Linux Systemen.
Bereitstellung von VMWARE - vSphere ESX Systemen
Bereitstellung von Red Hat Enterprise Linux Systemen
Verantwortlich für das Komponentendesign von Red Hat Enterprise Linux Systemen.
Bereitstellung von VMWARE - vSphere ESX Systemen
Bereitstellung von Red Hat Enterprise Linux Systemen
Research Assistant
Graz University of Technology
“Adaptive method coupling for the simulation of problems in geotechnical engineering”
A common problem that arises in geotechnical engineering, especially tunnelling, is a discontinuous behaviour of the material that can occur in some parts. Although this phenomenon can appear in small portions of the total domain near excavation zone, it can be detected and taken into account in computer modelling through the appropriate selection of numerical methods. There are number of methods that can be applied: the Boundary Element Method (BEM), Finite Element (FEM)/Finite Difference (FDM) Method and Discrete (Distinct) Element Method and each one is suitable for specific types
of material behaviour.
In this work a methodology is presented, where the analysis method is adaptively chosen depending on the material behaviour. The first step in the analysis is the detection of zones where brittle behaviour occurs. Using BEM, the process starts with elastic analysis determining stress field in the interior of the domain. Checking a yield condition, the program detects zones, that could exhibit discontinuous behaviour. Then, the whole domain is divided into parts where different numerical methods are used: DEM in the discontinuous zone and BEM in the elastic one.
A novel stress installation procedure into Discrete Element Method is introduced. Once the total domain was split into parts and meshed, the DEM zone is brought into compressed state.
A new coupling DEM with BEM approach with overlapping FEM zone is presented. Since in current work the BEM is static and DEM dynamic method, the two sub-domains is coupled in every DEM time step, utilizing iterative (staggered) scheme.
A common problem that arises in geotechnical engineering, especially tunnelling, is a discontinuous behaviour of the material that can occur in some parts. Although this phenomenon can appear in small portions of the total domain near excavation zone, it can be detected and taken into account in computer modelling through the appropriate selection of numerical methods. There are number of methods that can be applied: the Boundary Element Method (BEM), Finite Element (FEM)/Finite Difference (FDM) Method and Discrete (Distinct) Element Method and each one is suitable for specific types
of material behaviour.
In this work a methodology is presented, where the analysis method is adaptively chosen depending on the material behaviour. The first step in the analysis is the detection of zones where brittle behaviour occurs. Using BEM, the process starts with elastic analysis determining stress field in the interior of the domain. Checking a yield condition, the program detects zones, that could exhibit discontinuous behaviour. Then, the whole domain is divided into parts where different numerical methods are used: DEM in the discontinuous zone and BEM in the elastic one.
A novel stress installation procedure into Discrete Element Method is introduced. Once the total domain was split into parts and meshed, the DEM zone is brought into compressed state.
A new coupling DEM with BEM approach with overlapping FEM zone is presented. Since in current work the BEM is static and DEM dynamic method, the two sub-domains is coupled in every DEM time step, utilizing iterative (staggered) scheme.
Vice head of Administration and Informatics Department
The ZMID Board of Municipal Road Investments - Warsaw
- Management of Informatics Department
- Arranging meetings with representative of informatics companies
- Administration of Internet servers, routers and network
- Implementation of new programs
- Arranging meetings with representative of informatics companies
- Administration of Internet servers, routers and network
- Implementation of new programs
Szkolenia i kursy
Kursy:
- Deutsch für mäßig Frotgeschritte - B1
- Administration of UNIX systems. part II
- Management of security in information systems
- Administration of UNIX systems. part I
- Linux security
- Administration of network services in Linux
- Power Systems for AIX II: AIX Implementation and Administration
- Deutsch für mäßig Frotgeschritte - B1
- Administration of UNIX systems. part II
- Management of security in information systems
- Administration of UNIX systems. part I
- Linux security
- Administration of network services in Linux
- Power Systems for AIX II: AIX Implementation and Administration
Edukacja
Specjalizacje
Badania i rozwój
Inne
Inżynieria
Inne
IT - Administracja
Administrowanie systemami