Crack propagation and residual load‐bearing behavior of composite dowels – effects on the global behavior of composite girders under cyclic loading
Author:
Affiliation:
1. Institute of Steel Construction Aachen Germany
2. Institute of Structural Concrete Aachen Germany
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1345
Reference27 articles.
1. DIN EN 1994–1–1 Eurocode 4(2010)Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton – Teil 1–1: Allgemeine Bemessungsregeln und Anwendungsregeln für den Hochbau. German Edition.
2. Deutsches Institut für Bautechnik(2018)Stahlverbundträger mit Verbunddübelleisten in Klothoiden- und Puzzleform. Allgemeine Bauartgenehmigung Z-26.4–56.
3. Ausstanzen von Verbunddübelleisten im gerissenen Beton
4. Assessing the pry-out resistance of open rib shear connectors in cracked concrete – Engineering model with aggregate interlock
5. Zug-Schub-Interaktion von puzzleförmigen Verbunddübelleisten
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1. PROBABILISTIC DESIGN OF COMPOSITE GIRDERS CONSIDERING THE DEGRADATION OF THE SHEAR CONNECTION AND THE REDISTRIBUTION OF FORCES;ce/papers;2023-02
2. Fatigue behaviour of composite girders with composite dowels assuming randomly distributed input parameters;Steel Construction;2022-04-22
3. The effect of concrete fatigue on the cyclic behaviour of composite dowels - derivation of a design approach based on experimental findings;Engineering Structures;2022-02
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