| Autor: |
Major, Maciej, Nawrot, Jacek, Major, Izabela |
| Zdroj: |
Key Engineering Materials; December 2019, Vol. 828 Issue: 1 p73-80, 8p |
| Abstrakt: |
The paper presents a numerical analysis for the end-plate bolted connection of beams to the column. Three models of the node were considered (with a non-reinforced column web and with reinforcement in the form of stiffening and reinforcement by welding an overlay on one side of the web. The values of strains and stresses for the analysed solutions were compared. It was shown that for the adopted load, it is necessary to increase the load-carrying capacity and stiffness of the web panel in order to ensure safe operation of the joint. The results of the analysis indicated that both solutions for web panel reinforcement are correct: strains and stresses in the node do not exceed the permissible values. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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