National Repository of Grey Literature 3 records found  Search took 0.00 seconds. 
Influence of combination of simple beam loading on the safety with respect to the limit state of elasticity
Gális, Róbert ; Halabuk, Dávid (referee) ; Kubík, Petr (advisor)
This bachelor thesis deals with the evaluation of the influence of the combined loading for beams with different types of cross-sections in terms of the limit state of elasticity. The first part of the thesis summarizes the theoretical knowledge about simple and combined loading, the limit state of elasticity and the finite element method. Then, the safety of the limit state of elasticity is evaluated for the beams of different cross-sections by analytical calculations and numerical calculations using the finite element method.
Static strength assessment of the weld
Gális, Róbert ; Řehák, Kamil (referee) ; Dlugoš, Jozef (advisor)
This thesis aims to review, summarize and compare the available approaches and standards assessing static strength of welds. In the introductory section, the theoretical knowledge required to assess static strength of welded structures is summarised. In the next section, the algorithms for evaluating static strength of welds using each guideline are reviewed and described in detail. They are also applied to designed T-shaped welded geometry with a two- sided fillet weld. Subsequently, the obtained results are compared and evaluated. Finally, an experiment is drafted to verify the calculations or to determine the most appropriate approach.
Influence of combination of simple beam loading on the safety with respect to the limit state of elasticity
Gális, Róbert ; Halabuk, Dávid (referee) ; Kubík, Petr (advisor)
This bachelor thesis deals with the evaluation of the influence of the combined loading for beams with different types of cross-sections in terms of the limit state of elasticity. The first part of the thesis summarizes the theoretical knowledge about simple and combined loading, the limit state of elasticity and the finite element method. Then, the safety of the limit state of elasticity is evaluated for the beams of different cross-sections by analytical calculations and numerical calculations using the finite element method.

See also: similar author names
1 Galis, Richard
1 Gális, R.
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