<abstract xmlns="http://www.w3.org/1999/xhtml"><p>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.</p></abstract>

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.

Analysis of High - Strength Steel Pin Connection

Department of Structures and Bridges, Faculty of Civil Engineering

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Analysis of High - Strength Steel Pin Connection"}

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...

Analysis of High - Strength Steel Pin Connection

Data publikacji: 16 gru 2020

Zakres stron: 276 - 281

DOI: https://doi.org/10.2478/cee-2020-0027

Słowa kluczowe
High-strength steel, Pin connection, Lock, Truss bridge, Numerical analysis

© 2020 Josef Vičan et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Analysis of High - Strength Steel Pin Connection

Data publikacji: 16 gru 2020

Zakres stron: 276 - 281

DOI: https://doi.org/10.2478/cee-2020-0027

Słowa kluczoweHigh-strength steel, Pin connection, Lock, Truss bridge, Numerical analysis

© 2020 Josef Vičan et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
High-strength steel, Pin connection, Lock, Truss bridge, Numerical analysis