Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading

Abstract Many types of computer software are currently available for the numerical modeling of monolithic RC structures; however, the accuracy of the numerical models created with the programs can only be acceptable by using a well-developed modeling method. We present the behavior of monolithic RC...

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Autores principales:	Haris,István, Roszevák,Zsolt
Lenguaje:	English
Publicado:	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2019
Materias:	frame corner beam-column joints nonlinear finite element analysis ATENA 3D software monotonic increasing load cyclic lateral load
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000300579
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spelling	oai:scielo:S0718-915X20190003005792020-02-04Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loadingHaris,IstvánRoszevák,Zsolt frame corner beam-column joints nonlinear finite element analysis ATENA 3D software monotonic increasing load cyclic lateral load Abstract Many types of computer software are currently available for the numerical modeling of monolithic RC structures; however, the accuracy of the numerical models created with the programs can only be acceptable by using a well-developed modeling method. We present the behavior of monolithic RC frame corners and beam to column joints for quasi-static and cyclic lateral loads, using numerical models created by our modeling method. Several laboratory experiments have already been carried out to investigate the failure of the joints and the behavior of these unique connections. In this paper, we made three-dimensional nonlinear FE body models with different reinforcement shapes, based on actual laboratory tests. We present the behavior of the joints in case of monotonic increasing quasi-static and cyclic changing loads. The results of laboratory experiments found in the literature and finite element calculations are compared and the conclusions that can be drawn from them are summarized within this article.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.18 n.3 20192019-12-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000300579en10.7764/rdlc.18.3.579
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	frame corner beam-column joints nonlinear finite element analysis ATENA 3D software monotonic increasing load cyclic lateral load
spellingShingle	frame corner beam-column joints nonlinear finite element analysis ATENA 3D software monotonic increasing load cyclic lateral load Haris,István Roszevák,Zsolt Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading
description	Abstract Many types of computer software are currently available for the numerical modeling of monolithic RC structures; however, the accuracy of the numerical models created with the programs can only be acceptable by using a well-developed modeling method. We present the behavior of monolithic RC frame corners and beam to column joints for quasi-static and cyclic lateral loads, using numerical models created by our modeling method. Several laboratory experiments have already been carried out to investigate the failure of the joints and the behavior of these unique connections. In this paper, we made three-dimensional nonlinear FE body models with different reinforcement shapes, based on actual laboratory tests. We present the behavior of the joints in case of monotonic increasing quasi-static and cyclic changing loads. The results of laboratory experiments found in the literature and finite element calculations are compared and the conclusions that can be drawn from them are summarized within this article.
author	Haris,István Roszevák,Zsolt
author_facet	Haris,István Roszevák,Zsolt
author_sort	Haris,István
title	Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading
title_short	Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading
title_full	Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading
title_fullStr	Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading
title_full_unstemmed	Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading
title_sort	finite element analysis of cast-in-situ rc frame corner joints under quasi-static and cyclic loading
publisher	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate	2019
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000300579
work_keys_str_mv	AT harisistvan finiteelementanalysisofcastinsiturcframecornerjointsunderquasistaticandcyclicloading AT roszevakzsolt finiteelementanalysisofcastinsiturcframecornerjointsunderquasistaticandcyclicloading
_version_	1714206303205720064

Finite element analysis of cast-in-situ RC frame corner joints under quasi-static and cyclic loading

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