Steel-HSC composite beams with partial shear connection and miniaturized limited-slip-capacity connectors

Author:

Classen Martin1,Stark Alexander1,Hegger Josef2

Affiliation:

1. Institute of Structural Concrete; RWTH Aachen University; 52074 Aachen Germany

2. Head of Institute; Institute of Structural Concrete; RWTH Aachen University; 52074 Aachen Germany

Publisher

Wiley

Subject

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

Reference31 articles.

1. Steel-concrete composite beams considering shear slip effects;Nie;Journal of Structural Engineering,2003

2. EN 1994-1-1, Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. European Committee for Standardization Brussels, Belgium 2004

3. Flexural behavior of UHPC-RC composite beam;Wu;Steel and Composite Structures,2016

4. High-Performance Materials in Composite Construction;Hegger;Structural Engineering International,2009

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