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A theoretical model for including the effect of monotonic shear loading in the analysis of reinforced concrete beams

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A theoretical model for including the effect of monotonic shear loading in the analysis of reinforced concrete beams

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Navarro-Gregori, J.; Miguel Sosa, P.; Fernández Prada, MÁ.; Martí Vargas, JR. (2013). A theoretical model for including the effect of monotonic shear loading in the analysis of reinforced concrete beams. Engineering Structures. 52:257-272. doi:10.1016/j.engstruct.2013.02.035

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/46327

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Title: A theoretical model for including the effect of monotonic shear loading in the analysis of reinforced concrete beams
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
This paper presents a model for the analysis of reinforced concrete beams under monotonic loading conditions, including axial, bending, and shear forces, in order to effectively capture the mechanisms of shear transfer. ...[+]
Subjects: Reinforced concrete , Shear , Bending , MCFT , Diagonal cracking , Beams
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2013.02.035
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2013.02.035
Thanks:
The authors of this work wish to thank the Universitat Politecnica de Valencia for the funding through the Programa de Apoyo a la Investigacion y Desarrollo (PAID-06-11).
Type: Artículo

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