Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV
In the design of reinforced concrete structures, the usual procedure is the inclusion of safety factors, according to the Brazilian Standards, to allow the structure to withstand loads above the ones predicted and a possible collapse. Since concrete has greater resistance to compression than tension...
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doaj-79a44eea5b674207a30de58d5bc00b772020-11-25T03:14:02ZengElsevierSoftwareX2352-71102020-01-0111Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCVAna Waldila de Queiroz Ramiro Reis0Rodrigo Bird Burgos1Margareth da Silva Magalhães2Civil Engineering Postgraduate Program, Rio de Janeiro State University, Brazil; Corresponding author.Civil Engineering Postgraduate Program, Rio de Janeiro State University, Brazil; Department of Structures and Foundations, Rio de Janeiro State University, BrazilCivil Engineering Postgraduate Program, Rio de Janeiro State University, Brazil; Department of Civil Construction and Transportation, Rio de Janeiro State University, BrazilIn the design of reinforced concrete structures, the usual procedure is the inclusion of safety factors, according to the Brazilian Standards, to allow the structure to withstand loads above the ones predicted and a possible collapse. Since concrete has greater resistance to compression than tension, the design of this type of structures disregards its contribution in terms of tensile forces. In this way, the present work aims to analyze the contribution of the tension region of the concrete when submitted to a bending moment. Finally, based on this mathematical model, a software is developed to represent the behavior of a beam (strains, curvature and deflections), according to the application of a resisting bending moment, up to rupture.http://www.sciencedirect.com/science/article/pii/S2352711018302061Bending momentMathematical modelReinforced concrete beams |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Ana Waldila de Queiroz Ramiro Reis Rodrigo Bird Burgos Margareth da Silva Magalhães |
spellingShingle |
Ana Waldila de Queiroz Ramiro Reis Rodrigo Bird Burgos Margareth da Silva Magalhães Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV SoftwareX Bending moment Mathematical model Reinforced concrete beams |
author_facet |
Ana Waldila de Queiroz Ramiro Reis Rodrigo Bird Burgos Margareth da Silva Magalhães |
author_sort |
Ana Waldila de Queiroz Ramiro Reis |
title |
Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV |
title_short |
Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV |
title_full |
Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV |
title_fullStr |
Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV |
title_full_unstemmed |
Development of a software for the numerical modeling of reinforced concrete sections - AlfaMCV |
title_sort |
development of a software for the numerical modeling of reinforced concrete sections - alfamcv |
publisher |
Elsevier |
series |
SoftwareX |
issn |
2352-7110 |
publishDate |
2020-01-01 |
description |
In the design of reinforced concrete structures, the usual procedure is the inclusion of safety factors, according to the Brazilian Standards, to allow the structure to withstand loads above the ones predicted and a possible collapse. Since concrete has greater resistance to compression than tension, the design of this type of structures disregards its contribution in terms of tensile forces. In this way, the present work aims to analyze the contribution of the tension region of the concrete when submitted to a bending moment. Finally, based on this mathematical model, a software is developed to represent the behavior of a beam (strains, curvature and deflections), according to the application of a resisting bending moment, up to rupture. |
topic |
Bending moment Mathematical model Reinforced concrete beams |
url |
http://www.sciencedirect.com/science/article/pii/S2352711018302061 |
work_keys_str_mv |
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