EXPERIMENTAL AND NUMMERICAL INVESTIGATION OF THE FRICTION BASED DEMOUNTABLE SHEAR CONNECTOR

Author:

FODOR Jovan1,SCHÄFER Markus1

Affiliation:

1. University of Luxembourg, Department of Engineering, Structural engineering and composite structures

Abstract

AbstractIn order to provide sustainable structural solution for the steel‐concrete downstand composite beams in buildings by providing modularity and reusability, new demountable shear connector device based on frictional behaviour is devised. The mechanical behaviour of the newly developed connector is investigated both experimentally and numerically and its applicability in aforementioned application is assessed.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference17 articles.

1. G.Hanswille M.Schäfer andM.Bergmann Eurocode 4 DIN EN 1994-1-1 Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton. Ernst Wilhelm & Sohn 2020.

2. R.P.JOHNSON Composite Structures of Steel and Concrete 3rd ed. Blackwell Publishing Ltd 2004.

3. Beitrag zur Ermittlung der Tragfähigkeit von Reib-Abscherverdüblungen bei Stahlverbundträgerkonstruktionen;Roik K.;Stahlbau,1984

4. A. S.Kozma “Demountable Composite Beams: Analytical calculation approaches for shear connections with multilinear load-slip behaviour ”2020.

5. Loading tests of a brace-type multi-unit friction damper using coned disc springs and numerical assessment of its seismic response control effects

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