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Publicado en línea: 16 dic 2020
Páginas: 276 - 281
DOI: https://doi.org/10.2478/cee-2020-0027
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© 2020 Josef Vičan et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.
The paper presents analytical and numerical analysis of the pin connection resistance made of high-strength steel used in the temporary bridge ŽM 60. The assessment of the pin connection was performed according to standard [1] and also using numerical analysis by means of numerical sophisticated calculations based on FEM analyses.