[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 :
Ingénierie civile
Auteur, co-auteur :
ODENBREIT, Christoph ; University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE)
Co-auteurs externes :
no
Langue du document :
Anglais
Titre :
Load-Deformation Behaviour of Shear Studs in Fatigue Loading at Mid-Lifetime. (LAC08.A)
Date de publication/diffusion :
25 septembre 2008
Nom de la manifestation :
Reliability, safety and diagnostics of transport structures and means 2008
Organisateur de la manifestation :
ISBN
Lieu de la manifestation :
University of Pardubice, République Tchèque
Date de la manifestation :
25-26 September 2008
Manifestation à portée :
International
Titre de l'ouvrage principal :
Reliability, safety and diagnostics of transport structures and means 2008
Maison d'édition :
Reliability, safety and diagnostics of transport structures and means 2008
