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Modeling the Full Behavior of Reinforced Concrete Flanged Beams under Torsion

C-MADE—Centre of Materials and Building Technologies, Department of Civil Engineering and Architecture, University of Beira Interior, Edifício II das Engenharias, Calçada Fonte do Lameiro, 6201-001 Covilhã, Portugal
Appl. Sci. 2019, 9(13), 2730; https://doi.org/10.3390/app9132730
Received: 10 June 2019 / Revised: 29 June 2019 / Accepted: 1 July 2019 / Published: 5 July 2019
(This article belongs to the Section Civil Engineering)
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Abstract

Recently, an analytical model called the generalized softened variable angle truss-model (GSVATM) aimed to predict the full behavior of reinforced concrete (RC) rectangular beams under torsion. In this article, such a model is used to compute the full torsional behavior of RC flanged beams, namely T- and L-shaped beams. The calculation procedure to include the influence of the flanges is described. A comparative analysis between the predictions from the GSVATM and some experimental results, related with RC flanged beams under torsion and found in the literature, is also presented. From this comparative analysis and for high loading levels, the GSVTM is reliable. Yet, for low loading levels, the theoretical model still needs to be refined. View Full-Text
Keywords: RC flanged beams; torsion; softened truss model; GSVATM RC flanged beams; torsion; softened truss model; GSVATM
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This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).
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Bernardo, L. Modeling the Full Behavior of Reinforced Concrete Flanged Beams under Torsion. Appl. Sci. 2019, 9, 2730.

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