Analysis of High - Strength Steel Pin Connection

Author:

Vičan Josef1,Farbák Matúš1

Affiliation:

1. Department of Structures and Bridges, Faculty of Civil Engineering , University of Žilina , Univerzitná 8215/1 , Žilina , Slovakia .

Abstract

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.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering,Environmental Engineering

Reference11 articles.

1. [1] STN EN 1993-1-8: Design of steel structures - Part 1-8: Design of joints. SUTN Bratislava 2005.

2. [2] REGULATION ŽM 60. Basic information about bridge ŽM 60.

3. [3] STN EN 1993-1-1: Design of steel structures. Part: 1-1: General rules and rules for buildings. SUTN Bratislava 2006.

4. [4] BENDIS, A.: The Fatigue Properties of 16 224. 6 Steel and Its Welded Joints. Zvaranie, 1985, 34.10, pp. 308-312.

5. [5] Analysis of the bridge ŽM 60. Vítkovice, 1982. Proceeded by Ing. Novotný.

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