Flexural ductility of RC elements: influences of size effects and bending-shear interaction

Under seismic loading, some structural elements are subjected to combined solicitations (bending-shear for isntance). The flexural ductility of a reinforced concrete element reduces its shear capacity. In fact, during plastic dissipation (by cracking), the transfer mechanisms of the shear force are...

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Main Authors: Abdelhafid NOUALI, Mohammed MATALLAH
Format: Article
Language:English
Published: Mouloud Mammeri University of Tizi-Ouzou 2019-01-01
Series:Journal of Materials and Engineering Structures
Subjects:
Online Access:http://revue.ummto.dz/index.php/JMES/article/view/1775
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author Abdelhafid NOUALI
Mohammed MATALLAH
author_facet Abdelhafid NOUALI
Mohammed MATALLAH
author_sort Abdelhafid NOUALI
collection DOAJ
description Under seismic loading, some structural elements are subjected to combined solicitations (bending-shear for isntance). The flexural ductility of a reinforced concrete element reduces its shear capacity. In fact, during plastic dissipation (by cracking), the transfer mechanisms of the shear force are impacted, which can lead to a brittle failure. The description of this interaction is based firstly on a good estimation of the flexural ductility. The bending behavior of reinforced concrete elements are influenced by the size effect. The objective of this work is to propose an approach for describing the flexure--shear interaction taking into account the size effect. Comparisons with experimentation show the capacity of the proposed approach to describe the above mentioned phenomena.
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spelling doaj.art-bfbf3e923351425784bcfbcf4ecce5812022-12-22T02:27:19ZengMouloud Mammeri University of Tizi-OuzouJournal of Materials and Engineering Structures2170-127X2019-01-01543553701377Flexural ductility of RC elements: influences of size effects and bending-shear interactionAbdelhafid NOUALI0Mohammed MATALLAH1RISAM, Université de TlemcenRISAM, Université de TlemcenUnder seismic loading, some structural elements are subjected to combined solicitations (bending-shear for isntance). The flexural ductility of a reinforced concrete element reduces its shear capacity. In fact, during plastic dissipation (by cracking), the transfer mechanisms of the shear force are impacted, which can lead to a brittle failure. The description of this interaction is based firstly on a good estimation of the flexural ductility. The bending behavior of reinforced concrete elements are influenced by the size effect. The objective of this work is to propose an approach for describing the flexure--shear interaction taking into account the size effect. Comparisons with experimentation show the capacity of the proposed approach to describe the above mentioned phenomena.http://revue.ummto.dz/index.php/JMES/article/view/1775DuctilityRotational capacitySize effectFlexure-shear interaction
spellingShingle Abdelhafid NOUALI
Mohammed MATALLAH
Flexural ductility of RC elements: influences of size effects and bending-shear interaction
Journal of Materials and Engineering Structures
Ductility
Rotational capacity
Size effect
Flexure-shear interaction
title Flexural ductility of RC elements: influences of size effects and bending-shear interaction
title_full Flexural ductility of RC elements: influences of size effects and bending-shear interaction
title_fullStr Flexural ductility of RC elements: influences of size effects and bending-shear interaction
title_full_unstemmed Flexural ductility of RC elements: influences of size effects and bending-shear interaction
title_short Flexural ductility of RC elements: influences of size effects and bending-shear interaction
title_sort flexural ductility of rc elements influences of size effects and bending shear interaction
topic Ductility
Rotational capacity
Size effect
Flexure-shear interaction
url http://revue.ummto.dz/index.php/JMES/article/view/1775
work_keys_str_mv AT abdelhafidnouali flexuralductilityofrcelementsinfluencesofsizeeffectsandbendingshearinteraction
AT mohammedmatallah flexuralductilityofrcelementsinfluencesofsizeeffectsandbendingshearinteraction