Local stresses in retrofitted crane runway girders with boxed upper flange due to eccentric wheel loading

Markus Kettler*, Franz Kiem, Harald Unterweger

*Korrespondierende/r Autor/-in für diese Arbeit

Publikation: Beitrag in einer FachzeitschriftArtikelBegutachtung

Abstract

The local stresses near the web-flange connection usually represent one of the most decisive criteria for the fatigue design of steel crane runway girders, particularly because every crane wheel induces an individual stress cycle and fatigue failure can potentially occur at any position of the girder’s length. This paper presents a crane runway girder made of steel that has been retrofitted in the past to reduce the local bending stresses in the web, because of the installation of a new, heavier crane. This was done by additional longitudinal stiffeners to form a boxed upper flange. The local vertical stresses in the girder’s web are investigated numerically and experimentally and the influence of the subsequently attached reinforcement plates, forming a boxed upper flange, is studied. Traditionally, it is state of the art to neglect any local bending stresses in the web after retrofitting the upper flange area to get a local box section. The results presented in this paper indicate that the additional local bending stresses within the upper flange box section can be significant and should not be neglected for fatigue design. Therefore, a new design concept for the calculation of the local bending stresses in webs of retrofitted crane runway girders with new boxed upper flange is presented.
Originalspracheenglisch
Seiten (von - bis)646-659
Seitenumfang14
FachzeitschriftStructures
Jahrgang25
DOIs
PublikationsstatusVeröffentlicht - Juni 2020

ASJC Scopus subject areas

  • Sicherheit, Risiko, Zuverlässigkeit und Qualität
  • Bauwesen
  • Tief- und Ingenieurbau
  • Architektur

Fields of Expertise

  • Sustainable Systems

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