Optimisation of the transfer carriage structure
Optimisation of the transfer carriage structure
Typ dokumentu
diplomová prácemaster thesis
Autor
Škorić Vladimir
Vedoucí práce
Demonceau Jean-Francois
Oponent práce
Wald František
Studijní obor
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudijní program
Civil EngineeringInstituce přidělující hodnost
katedra ocelových a dřevěných konstrukcíObhájeno
2017-02-02Práva
A university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.htmlVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html
Metadata
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The aim of this thesis is to improve the structural system and to optimize the transfer carriagestructure. After studying the current solution, eight new solutions are proposed at the predesign stage. All of them are studied parametrically analyzing their advantages anddisadvantages what leads to the selection of the solution for the detailed design. The selectedsolution is composed of planar trusses made of hollow sections instead of built-up box girdersused in the initial solution. Two variants of the selected solution are studied in detail. As aresult, both variants of the selected solution ensure considerable material savings compared tothe current solution, as well as some simplifications related to the manufacturing of thestructure. The aim of this thesis is to improve the structural system and to optimize the transfer carriagestructure. After studying the current solution, eight new solutions are proposed at the predesign stage. All of them are studied parametrically analyzing their advantages anddisadvantages what leads to the selection of the solution for the detailed design. The selectedsolution is composed of planar trusses made of hollow sections instead of built-up box girdersused in the initial solution. Two variants of the selected solution are studied in detail. As aresult, both variants of the selected solution ensure considerable material savings compared tothe current solution, as well as some simplifications related to the manufacturing of thestructure.
Kolekce
- Diplomové práce - 11134 [610]