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Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Modeling of the Shear Connection Capacity of Hybrid Steel Trussed Composite Beams

Authors : M. Latour, A. Monaco, G. Rizzano

Published in: Proceedings of Italian Concrete Days 2018

Publisher: Springer International Publishing

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Abstract

Hybrid Steel Trussed Composite Beams represent a technical solution in use in numerous countries since many years. They are able to join the advantages of prefabrication with those of cast in place structures: they are easy to manufacture, fast to realize, monolithic and with no need of formwork. The behavior of these beams has been recently topic of discussion in the scientific community because the knowledge both related to the reinforced concrete structures and that of composite constructions cannot be straightforwardly extended to this typology, which is intermediate between one and another technology. This paper provides a contribution towards a better understanding of the mechanism of transfer in the beam typologies with bottom steel plate. A FE model is set up and, subsequently, a simple design formula for the prediction of the shear capacity of the concrete-steel connection is derived and verified on the results of parametric FE analyses.

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previous chapter Investigations of Shear Resistance Related to Slab Bridges in Comparison with International Design Standards, Nonlinear FE-Analysis and Results of Full-Scale Test Series
next chapter SEACON and Resilient FRP-RC/PC Solutions: The Halls River Bridge
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Metadata
Title
Modeling of the Shear Connection Capacity of Hybrid Steel Trussed Composite Beams
Authors
M. Latour
A. Monaco
G. Rizzano
Copyright Year
2020
Book
Proceedings of Italian Concrete Days 2018

Print ISBN: 978-3-030-23747-9

Electronic ISBN: 978-3-030-23748-6

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-3-030-23748-6_12