Verdübelung von verbundträgern unter nicht ruhender belastung im brückenbau

Translated title of the contribution: The shear connection of steel-concrete composite bridges under non-static loading

Helmut Bode, Martin Mensinger, Andreas Leffer

Research output: Contribution to specialist publicationArticle

5 Scopus citations

Abstract

This paper presents recent investigations on the fatigue behaviour of shear connectors - headed studs - in composite constructions. The design recommendations of the EC 4, part 2 are verified and some basis of design, which are still missing are proposed. Fatigue strength curves for headed studs embedded in concrete slabs with profiled sheeting are derived, which take the influence of the studs diameter and the peak of the cyclic load into account. Furthermore stress range history tests and so-called block tests are presented. These tests were carried out to verify the applicability or Miners rule as damage accumulation law for both: concrete slabs with and without profiled sheeting.

Translated title of the contributionThe shear connection of steel-concrete composite bridges under non-static loading
Original languageGerman
Pages277-286
Number of pages10
Volume70
No4
Specialist publicationStahlbau
DOIs
StatePublished - Apr 2001

Fingerprint

Dive into the research topics of 'The shear connection of steel-concrete composite bridges under non-static loading'. Together they form a unique fingerprint.

Cite this