Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation

Reinforced concrete (RC) columns often require consolidation or rehabilitation to enhance their capacity to endure the loads applied. This paper aims at studying the conduct and capacity of RC square columns, those reinforced with steel jacketing under static preloads. For this purpose, a three-dime...

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Main Authors: Ahmed M. Sayed, Hesham M. Diab
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Modelling and Simulation in Engineering
Online Access:http://dx.doi.org/10.1155/2019/8653247
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author Ahmed M. Sayed
Hesham M. Diab
author_facet Ahmed M. Sayed
Hesham M. Diab
author_sort Ahmed M. Sayed
collection DOAJ
description Reinforced concrete (RC) columns often require consolidation or rehabilitation to enhance their capacity to endure the loads applied. This paper aims at studying the conduct and capacity of RC square columns, those reinforced with steel jacketing under static preloads. For this purpose, a three-dimensional model of finite element (FE) is devised mainly to investigate and analyze the effect of this case. The model was tested and adjusted to ensure its accuracy using the previous experimental results obtained by the author. Results of testing, experimentally, the new developed FE model revealed the ability to use the model for calculating RC columns’ axial load capacity and for predicting accurate failure modes. The new model that tends to predict the axial load capacity was suggested considering the parametric analysis results.
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institution Kabale University
issn 1687-5591
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publisher Wiley
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series Modelling and Simulation in Engineering
spelling doaj-art-86df0a19220e480684600db59081dc762025-02-03T01:00:24ZengWileyModelling and Simulation in Engineering1687-55911687-56052019-01-01201910.1155/2019/86532478653247Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE SimulationAhmed M. Sayed0Hesham M. Diab1Department of Civil Engineering, Engineering Faculty, Assiut University, Assiut, EgyptDepartment of Civil Engineering, Engineering Faculty, Assiut University, Assiut, EgyptReinforced concrete (RC) columns often require consolidation or rehabilitation to enhance their capacity to endure the loads applied. This paper aims at studying the conduct and capacity of RC square columns, those reinforced with steel jacketing under static preloads. For this purpose, a three-dimensional model of finite element (FE) is devised mainly to investigate and analyze the effect of this case. The model was tested and adjusted to ensure its accuracy using the previous experimental results obtained by the author. Results of testing, experimentally, the new developed FE model revealed the ability to use the model for calculating RC columns’ axial load capacity and for predicting accurate failure modes. The new model that tends to predict the axial load capacity was suggested considering the parametric analysis results.http://dx.doi.org/10.1155/2019/8653247
spellingShingle Ahmed M. Sayed
Hesham M. Diab
Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation
Modelling and Simulation in Engineering
title Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation
title_full Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation
title_fullStr Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation
title_full_unstemmed Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation
title_short Modeling of the Axial Load Capacity of RC Columns Strengthened with Steel Jacketing under Preloading Based on FE Simulation
title_sort modeling of the axial load capacity of rc columns strengthened with steel jacketing under preloading based on fe simulation
url http://dx.doi.org/10.1155/2019/8653247
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AT heshammdiab modelingoftheaxialloadcapacityofrccolumnsstrengthenedwithsteeljacketingunderpreloadingbasedonfesimulation