FE analysis of stringer-to-floor-beam connections in riveted railway bridges
Journal article, 2003

The results from ten fatigue tests performed on six full-scale riveted stringers are presented and discussed. The stringers were taken from a 100 year old bridge, and the tests were performed at two different stress ranges: 60 and [similar to] 100 MPa. The tested stringers showed an excellent fatigue performance and their fatigue lives were in correspondence with or above the fatigue design curve given by the codes. Furthermore, the efficiency of using stop-holes to retard fatigue crack propagation in riveted girders was examined. The method was found to be an effective measure when aimed at temporarily arrest the crack propagation in riveted girders.

Crack propagation

Fatigue testing

Riveting

Bridges

Stress analysis

Author

Mohammad Al-Emrani

Chalmers, Department of Structural Engineering, Steel and Timber Structures

Robert Kliger

Chalmers, Department of Structural Engineering, Steel and Timber Structures

Journal of Constructional Steel Research

Vol. 59 7 803-818

Subject Categories

Civil Engineering

More information

Created

10/7/2017