Fatigue behaviour of composite girders with composite dowels assuming randomly distributed input parameters

Author:

Wolters Kevin1,Nonn Jonas1,Rittich Nils1

Affiliation:

1. RWTH Aachen University Institute of Steel Construction Mies‐van‐der‐Rohe‐Str. 1 52074 Aachen Germany

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Bundesanstalt für Straßenwesen bast(2021)Brücken an Bundesfernstraßen – Brückenstatistik 03/2021[online].Bergisch Gladbach: Federal Highway Research Institute Germany https://www.bast.de/DE/Statistik/Bruecken/Brueckenstatistik.pdf?__blob=publicationFile&v=7[accessed on 8 Nov 2021].

2. Tibolt M.;Rademacher D.;Hechler O.;Wolters K.et al. (2021)Integral sheet piling abutments of modular composite bridges for a time efficient construction. Proc. of 9th Intl. Conf. on Composite Construction in Steel & Concrete Stromberg Germany(accepted for publication).

3. High‐performance materials in composite construction;Hegger J.;Structural engineering international: Journal of the International Association for Bridge & Structural Engineering (IABSE),2009

4. Composite dowels as shear connectors for composite beams – Background to the design concept for static loading

5. EN 1994‐1‐1:2004‐12 (2004)Eurocode 4 – Design of composite steel and concrete structures – Part 1‐1: General rules and rules for buildings (EN 1994‐1‐1:2004).Berlin:Beuth.

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