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A Numerical Study on the Effect of Position and Number of Openings on the Performance of Composite Steel Shear Walls
Open AccessReview

Review of Push-Out and Shear Response of Hybrid Steel-Trussed Concrete Beams

Department of Civil, Environmental, Aerospace, Materials Engineering, University of Palermo, Palermo I-90128, Italy
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Buildings 2018, 8(10), 134; https://doi.org/10.3390/buildings8100134
Received: 26 July 2018 / Revised: 30 August 2018 / Accepted: 19 September 2018 / Published: 24 September 2018
(This article belongs to the Special Issue Development of Steel-Concrete Composite Structures in Buildings)
The hybrid steel trussed concrete beams examined in the present study are comprised of two principal components, i.e., a steel joist with inclined rebars, realized in industry, which is welded to a smooth steel plate and then embedded within the concrete cast in situ. The paper presents first the state of the art on laboratory tests and analytical modeling of the steel-to-concrete stress transfer mechanism investigated by push-out tests. Next, the most relevant scientific contributions currently available in the technical literature regarding experimental investigation on actual shear behavior are summarized and discussed. Lastly codes and analytical models are reviewed. View Full-Text
Keywords: steel concrete composite beam; precast trussed beam; push-out test; analytical models steel concrete composite beam; precast trussed beam; push-out test; analytical models
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MDPI and ACS Style

Colajanni, P.; Mendola, L.L.; Monaco, A. Review of Push-Out and Shear Response of Hybrid Steel-Trussed Concrete Beams. Buildings 2018, 8, 134. https://doi.org/10.3390/buildings8100134

AMA Style

Colajanni P, Mendola LL, Monaco A. Review of Push-Out and Shear Response of Hybrid Steel-Trussed Concrete Beams. Buildings. 2018; 8(10):134. https://doi.org/10.3390/buildings8100134

Chicago/Turabian Style

Colajanni, Piero; Mendola, Lidia L.; Monaco, Alessia. 2018. "Review of Push-Out and Shear Response of Hybrid Steel-Trussed Concrete Beams" Buildings 8, no. 10: 134. https://doi.org/10.3390/buildings8100134

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