Finite Element Analysis of UHPC Corbels

Finite element method is the most widely numerical technique used in engineering field. Through the study of behavior of concrete material properties, various concrete constitutive laws  and failure criteria have been developed to model the behavior of concrete. A feature of the Finite Element progr...

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Main Authors: Hussein Al-Quraishi, Lecturer, Ahmed Fuad, Lecturer
Format: Article
Language:English
Published: University of Baghdad 2017-08-01
Series:Journal of Engineering
Subjects:
Online Access:http://joe.uobaghdad.edu.iq/index.php/main/article/view/84
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author Hussein Al-Quraishi, Lecturer
Ahmed Fuad, Lecturer
author_facet Hussein Al-Quraishi, Lecturer
Ahmed Fuad, Lecturer
author_sort Hussein Al-Quraishi, Lecturer
collection DOAJ
description Finite element method is the most widely numerical technique used in engineering field. Through the study of behavior of concrete material properties, various concrete constitutive laws  and failure criteria have been developed to model the behavior of concrete. A feature of the Finite Element program (ATENA) is used in this study to model the behavior of UHPC corbel under concentrated load only. The Finite Element (FE) model is followed by verification against experimental results. Some variable effects on the shear capacity of the UHPC corbels are also demonstrated in a parametric study. A proposed design equation of shear strength of UHPC corbel was presented and checked with numerical results.
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spelling doaj.art-c2699f8ac3a3467dba6395d90ad0bd382023-09-02T14:24:37ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392017-08-01239Finite Element Analysis of UHPC CorbelsHussein Al-Quraishi, Lecturer0Ahmed Fuad, Lecturer1Department of Building and Construction Engineering - University of TechnologyDepartment of Building and Construction Engineering - University of TechnologyFinite element method is the most widely numerical technique used in engineering field. Through the study of behavior of concrete material properties, various concrete constitutive laws  and failure criteria have been developed to model the behavior of concrete. A feature of the Finite Element program (ATENA) is used in this study to model the behavior of UHPC corbel under concentrated load only. The Finite Element (FE) model is followed by verification against experimental results. Some variable effects on the shear capacity of the UHPC corbels are also demonstrated in a parametric study. A proposed design equation of shear strength of UHPC corbel was presented and checked with numerical results.http://joe.uobaghdad.edu.iq/index.php/main/article/view/84Ultra high performance concrete, corbel, numerical analysis, design equation.
spellingShingle Hussein Al-Quraishi, Lecturer
Ahmed Fuad, Lecturer
Finite Element Analysis of UHPC Corbels
Journal of Engineering
Ultra high performance concrete, corbel, numerical analysis, design equation.
title Finite Element Analysis of UHPC Corbels
title_full Finite Element Analysis of UHPC Corbels
title_fullStr Finite Element Analysis of UHPC Corbels
title_full_unstemmed Finite Element Analysis of UHPC Corbels
title_short Finite Element Analysis of UHPC Corbels
title_sort finite element analysis of uhpc corbels
topic Ultra high performance concrete, corbel, numerical analysis, design equation.
url http://joe.uobaghdad.edu.iq/index.php/main/article/view/84
work_keys_str_mv AT husseinalquraishilecturer finiteelementanalysisofuhpccorbels
AT ahmedfuadlecturer finiteelementanalysisofuhpccorbels