[en] The behaviour of headed shear studs in fatigue loading in composite steel- and concrete constructions is presented. In contrast to the traditional way to conduct fatigue tests in a force-controlled manner, the tests have been conducted displacement-controlled. The evaluation of the test data with the Ramberg-Osgood equation allowed the creation of a shear force – slip amplitude diagram and its separation into an ‘elastic’ and a ‘plastic’ part for the long-term and the short-term behaviour. This diagram can be used to model the load-deformation behaviour of the shear studs in fatigue loading in composite bridges.
Disciplines :
Civil engineering
Author, co-author :
ODENBREIT, Christoph ; University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE)
External co-authors :
no
Language :
English
Title :
Load-Deformation Behaviour of Shear Studs in Fatigue Loading at Mid-Lifetime. (LAC08.A)
Publication date :
25 September 2008
Event name :
Reliability, safety and diagnostics of transport structures and means 2008
Event organizer :
ISBN
Event place :
University of Pardubice, Czechia
Event date :
25-26 September 2008
Audience :
International
Main work title :
Reliability, safety and diagnostics of transport structures and means 2008
Publisher :
Reliability, safety and diagnostics of transport structures and means 2008
