Paper published in a journal (Scientific congresses, symposiums and conference proceedings)
Bending Resistant Composite Joints for High Rotation Capacity
ODENBREIT, Christoph; Hahn, Christoph
2006In Responding to Tomorrow's Challenges in Structural Engineering, p. 9--16
Peer reviewed
 

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Keywords :
Composite Joints; Ductile Composite Joints; Composite Connections in Steel and Concrete
Abstract :
[en] In the last years mixed structures in steel and concrete gain more and more importance. These structures combine the advantages of steel constructions with the advantages of the concrete. The typical slab construction for those buildings insists in a concrete slab, which is carried by a steel beam. Both elements together result in the composite beam. The composite beam is connected to the column with the composite connection. The presented analysing model is valid for fixed, pinned and even for semi-rigid composite connections. It is related to the model by the study group COST C1. The Model helps to determine computational values for the stiffness, the load-carrying capacities and the rotation ability of composite joints. The model is based on the evaluation of 56 experiments at composite connections.
Disciplines :
Civil engineering
Author, co-author :
ODENBREIT, Christoph ;  University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE)
Hahn, Christoph
External co-authors :
no
Language :
English
Title :
Bending Resistant Composite Joints for High Rotation Capacity
Publication date :
2006
Event name :
IABSE Symposium: Responding to Tomorrow's Challenges in Structural Engineering
Event place :
Budapest, Hungary
Event date :
13-15 September 2006
Audience :
International
Journal title :
Responding to Tomorrow's Challenges in Structural Engineering
Pages :
9--16
Peer reviewed :
Peer reviewed
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