FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete

Reactive powder concrete (RPC) is used in the beam-column joint region in two out of four frames. Finite element modeling of all specimens is developed by using ABAQUS software. Displacement controlled analysis is used rather than load control analysis to obtain the actual response of the structure....

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Autores principales:	Afnan Nafees, Muhammad Faisal Javed, Muhammad Ali Musarat, Mujahid Ali, Fahid Aslam, Nikolai Ivanovich Vatin
Formato:	article
Lenguaje:	EN
Publicado:	MDPI AG 2021
Materias:	reactive powder concrete beam-column joint FE modeling crack concrete Crystallography QD901-999
Acceso en línea:	https://doaj.org/article/c1c83fe88fe74af0b2aa4480c94623c6
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id	oai:doaj.org-article:c1c83fe88fe74af0b2aa4480c94623c6
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spelling	oai:doaj.org-article:c1c83fe88fe74af0b2aa4480c94623c62021-11-25T17:19:01ZFE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete10.3390/cryst111113722073-4352https://doaj.org/article/c1c83fe88fe74af0b2aa4480c94623c62021-11-01T00:00:00Zhttps://www.mdpi.com/2073-4352/11/11/1372https://doaj.org/toc/2073-4352Reactive powder concrete (RPC) is used in the beam-column joint region in two out of four frames. Finite element modeling of all specimens is developed by using ABAQUS software. Displacement controlled analysis is used rather than load control analysis to obtain the actual response of the structure. The prepared models were verified by using experimental results. The results showed that using RPC in the joint region increased the overall strength of the structure by more than 10%. Moreover, it also helped in controlling the crack width. Furthermore, using RPC in the joint region increased the ductility of the structures. Comparisons were made by varying the size of the mesh and viscosity parameter values. It was found that by increasing the mesh size and viscosity parameter value, analysis time and the number of steps during analysis were reduced. This study provides a new modeling approach using RPC beam-column joint to predict the behavior and response of structures and to improve the shear strength deformation against different structural loading.Afnan NafeesMuhammad Faisal JavedMuhammad Ali MusaratMujahid AliFahid AslamNikolai Ivanovich VatinMDPI AGarticlereactive powder concretebeam-column jointFE modelingcrackconcreteCrystallographyQD901-999ENCrystals, Vol 11, Iss 1372, p 1372 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	reactive powder concrete beam-column joint FE modeling crack concrete Crystallography QD901-999
spellingShingle	reactive powder concrete beam-column joint FE modeling crack concrete Crystallography QD901-999 Afnan Nafees Muhammad Faisal Javed Muhammad Ali Musarat Mujahid Ali Fahid Aslam Nikolai Ivanovich Vatin FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete
description	Reactive powder concrete (RPC) is used in the beam-column joint region in two out of four frames. Finite element modeling of all specimens is developed by using ABAQUS software. Displacement controlled analysis is used rather than load control analysis to obtain the actual response of the structure. The prepared models were verified by using experimental results. The results showed that using RPC in the joint region increased the overall strength of the structure by more than 10%. Moreover, it also helped in controlling the crack width. Furthermore, using RPC in the joint region increased the ductility of the structures. Comparisons were made by varying the size of the mesh and viscosity parameter values. It was found that by increasing the mesh size and viscosity parameter value, analysis time and the number of steps during analysis were reduced. This study provides a new modeling approach using RPC beam-column joint to predict the behavior and response of structures and to improve the shear strength deformation against different structural loading.
format	article
author	Afnan Nafees Muhammad Faisal Javed Muhammad Ali Musarat Mujahid Ali Fahid Aslam Nikolai Ivanovich Vatin
author_facet	Afnan Nafees Muhammad Faisal Javed Muhammad Ali Musarat Mujahid Ali Fahid Aslam Nikolai Ivanovich Vatin
author_sort	Afnan Nafees
title	FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete
title_short	FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete
title_full	FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete
title_fullStr	FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete
title_full_unstemmed	FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete
title_sort	fe modelling and analysis of beam column joint using reactive powder concrete
publisher	MDPI AG
publishDate	2021
url	https://doaj.org/article/c1c83fe88fe74af0b2aa4480c94623c6
work_keys_str_mv	AT afnannafees femodellingandanalysisofbeamcolumnjointusingreactivepowderconcrete AT muhammadfaisaljaved femodellingandanalysisofbeamcolumnjointusingreactivepowderconcrete AT muhammadalimusarat femodellingandanalysisofbeamcolumnjointusingreactivepowderconcrete AT mujahidali femodellingandanalysisofbeamcolumnjointusingreactivepowderconcrete AT fahidaslam femodellingandanalysisofbeamcolumnjointusingreactivepowderconcrete AT nikolaiivanovichvatin femodellingandanalysisofbeamcolumnjointusingreactivepowderconcrete
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FE Modelling and Analysis of Beam Column Joint Using Reactive Powder Concrete

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