Anchorage of composite dowels in UHPC under fatigue loading-Reference-Cited by-同舟云学术

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Anchorage of composite dowels in UHPC under fatigue loading

Published:2016-05-17 Issue:2 Volume:17 Page:183-193
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Classen Martin¹,Gallwoszus Joerg²,Stark Alexander¹

Affiliation:

1. RWTH Aachen; Lehrstuhl und Institut für Massivbau; Mies-van-der-Rohe-Str. 1 52074 Aachen

2. Kempen Krause Ingenieure GmbH; Mühlenstr. 5-7 53879 Euskirchen

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/suco.201500034/fullpdf

Reference35 articles.

1. Design of composite dowels as shear connectors according to the German technical approval

2. Experimental analysis of Perfobond shear connection between steel and lightweight concrete;Valente;Journal of Constructional Steel Research,2004

3. Shear behavior of composite dowels in transversely cracked concrete;Classen;Structural Concrete,2015

4. Einfluss von Querrissen auf das Schubtragverhalten von Verbunddübelleisten in schlanken Betongurten;Classen;Beton- und Stahlbetonbau,2014

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2. UHPC modulus of elasticity: Assessment and new developments using companion materials and structural data;Engineering Structures;2024-07

3. Development of the modified clothoidal (MCL) shape of composite dowels against the background of fatigue and technological issues;Studia Geotechnica et Mechanica;2024-04-08

4. Experimental and numerical study on structural behavior of folded dowel shear connection;Advances in Structural Engineering;2024-03-28

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