STUDIES OF THE FATIGUE STRESS AND STRENGTH OF LARGE COMPOSITE BRIDGES WITH CANTILEVERS AND PRECAST CONCRETE ELEMENTS-Reference-Cited by-同舟云学术

STUDIES OF THE FATIGUE STRESS AND STRENGTH OF LARGE COMPOSITE BRIDGES WITH CANTILEVERS AND PRECAST CONCRETE ELEMENTS

Published:2023-02 Issue:1 Volume:6 Page:343-351
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Kraus Josef Karl¹,Geißler Karsten¹

Affiliation:

1. Technische Universität Berlin, Fachgebiet Entwerfen und Konstruieren ‐ Stahlbau

Abstract

AbstractWhen building large composite bridges with steel cantilevers as supports for partial‐depth precast deck‐elements, currently there are only recommendations available, which based on experiences with regard to the fatigue stressed connections of the cantilevers. In a research project currently being worked on for the Federal Ministry of Transport and Digital Infrastructure (BMVI) appropriate recommendations are developed based on experimental tests, accompanied by numerical analyses and structural monitoring. The article provides an insight into the ongoing research work at the Technical University of Berlin.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1917

Reference11 articles.

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2. Marzahn G. “Empfehlungen für die Gestaltung von großen Stahlverbund-Hohlkastenbrücken” Guideline 2018-22 BMVI Bonn 2018.

3. Klein M. “Numerische Analyse der Ermüdungsfestigkeit eines Kragträgeranschlusses bei Großbrücken in Stahlverbundbauweise” Master's Thesis Technical University of Berlin 2020.

4. DIN EN 1993-1-9 “EC3: Bemessung und Konstruktion von Stahlbauten - Teil 1-9: Ermüdung” 2010.

5. Hobbacher A. “Recommendations for fatigue design of welded joints and components” IIW document IIW-1823-07 ex XIII-2151r4-07/XV-1254r4-07 International Institute of Welding Paris 2008.