Chapter
Feb 22, 2016
CoSFB—Composite Slim-Floor Beam: Experimental Test Campaign and Evaluation
Authors: Oliver Hechler [email protected], Matthias Braun [email protected], Renata Obiala [email protected], Ulrike Kuhlmann [email protected], Florian Eggert [email protected], and Gunter Hauf [email protected]Author Affiliations
Publication: Composite Construction in Steel and Concrete VII
Abstract
The composite slim-floor beam (CoSFB) solution is based on the development of an innovative composite connection. This connection is achieved by arranging reinforcement bars through the web of the slim-floor beam, hardly adding to complexity in fabrication or costs. By this technology, an economic and efficient method to activate the full effective width of the concrete chord (EN1994-1-2) for slim-floor beams has been innovated. In order to structurally assess the system, push-out tests, shear beam and long beam tests with focus on structural, vibration and deformation behavior of the CoSFB have been performed. Their evaluations show an increase of the load bearing capacity by 100% and of the stiffness by 150%, compared to non-composite slim-floor beams. The shear connection provided sufficient resistance with a ductile load-deformation behavior. This paper presents the experimental results, their evaluation, and their comparison to existing design approaches of reinforcement bars as shear connectors.
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© 2016 American Society of Civil Engineers.
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Published online: Feb 22, 2016
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ArcelorMittal Commercial Sections S.A. and Research and Development, rue de Luxembourg 66, L-4221 Esch-sur-Alzette, Luxembourg. E-mail: [email protected]
ArcelorMittal Commercial Sections S.A. and Research and Development, rue de Luxembourg 66, L-4221 Esch-sur-Alzette, Luxembourg. E-mail: [email protected]
ArcelorMittal Commercial Sections S.A. and Research and Development, rue de Luxembourg 66, L-4221 Esch-sur-Alzette, Luxembourg. E-mail: [email protected]
Institute of Structural Design, Univ. of Stuttgart, Pfaffenwaldring 7, D-70569 Stuttgart, Germany. E-mail: [email protected]
Institute of Structural Design, Univ. of Stuttgart, Pfaffenwaldring 7, D-70569 Stuttgart, Germany. E-mail: [email protected]
Institute of Structural Design, Univ. of Stuttgart, Pfaffenwaldring 7, D-70569 Stuttgart, Germany. E-mail: [email protected]
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