Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire

Post-installed rebars (PIRs) using mortar can offer bond strength at ambient temperature equal or higher to that of cast-in place rebars. However, high temperatures have the effect of weakening the bond, typically governed by the chemical and physical properties of the mortar which is often sensitiv...

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Main Authors: Nagham Abdelrahman Alhajj Chehade, Amine Lahouar, Omar Al-Mansouri, Nicolas Pinoteau, Marco Abate, Sébastien Remond, Dashnor Hoxha
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/17/4998
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spelling doaj-c56bd4c0dbdf4ca5991b46229c9443b62021-09-09T13:51:26ZengMDPI AGMaterials1996-19442021-09-01144998499810.3390/ma14174998Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 FireNagham Abdelrahman Alhajj Chehade0Amine Lahouar1Omar Al-Mansouri2Nicolas Pinoteau3Marco Abate4Sébastien Remond5Dashnor Hoxha6Centre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceHilti Corp., 9494 Schaan, LiechtensteinLaboratoire de Mécanique Gabriel Lamé (LaMé), Université d’Orléans, 45100 Orléans, FranceLaboratoire de Mécanique Gabriel Lamé (LaMé), Université d’Orléans, 45100 Orléans, FrancePost-installed rebars (PIRs) using mortar can offer bond strength at ambient temperature equal or higher to that of cast-in place rebars. However, high temperatures have the effect of weakening the bond, typically governed by the chemical and physical properties of the mortar which is often sensitive to temperature increase. Therefore, the behavior of PIRs in a fire situation becomes vulnerable. Moreover, after exposure of PIRs to high temperature, the heat transfer continues during the post-fire phase, which might endanger the construction after a fire event. In order to evaluate the evolution of the pull-out capacity during fire, Pinoteau et al. have developed the bond resistance integration method (Pinoteau’s RIM) to predict the bond resistance value of a rebar subjected to various temperatures in accordance with the fire exposure curves. Therefore, accurate temperature profiles during the post-fire phase are needed to ensure a correct calculation of the post-fire behavior of the PIR connection. This paper presents 3D finite element thermal simulations of PIRs in concrete exposed to ISO 834-1 fire conditions then cooled with ambient air. Numerical thermal profiles are then compared to the experimental results (i.e., post-fire pull-out tests). The proposed model provides guidelines for conducting numerical simulations to determine the thermal entry data necessary for predicting thermal profiles in PIRs during heating and cooling phases. Then, the post-fire pull-out capacity of PIRs in concrete is calculated using Pinoteau’s RIM, and compared to experimental post-fire pull-out results.https://www.mdpi.com/1996-1944/14/17/4998post-fireconcretepost installed rebarspull-out testsnumerical modelbond strength
collection DOAJ
language English
format Article
sources DOAJ
author Nagham Abdelrahman Alhajj Chehade
Amine Lahouar
Omar Al-Mansouri
Nicolas Pinoteau
Marco Abate
Sébastien Remond
Dashnor Hoxha
spellingShingle Nagham Abdelrahman Alhajj Chehade
Amine Lahouar
Omar Al-Mansouri
Nicolas Pinoteau
Marco Abate
Sébastien Remond
Dashnor Hoxha
Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire
Materials
post-fire
concrete
post installed rebars
pull-out tests
numerical model
bond strength
author_facet Nagham Abdelrahman Alhajj Chehade
Amine Lahouar
Omar Al-Mansouri
Nicolas Pinoteau
Marco Abate
Sébastien Remond
Dashnor Hoxha
author_sort Nagham Abdelrahman Alhajj Chehade
title Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire
title_short Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire
title_full Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire
title_fullStr Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire
title_full_unstemmed Evaluation of PIRs Post-Fire Pull-Out Strength in Concrete Exposed to ISO 834-1 Fire
title_sort evaluation of pirs post-fire pull-out strength in concrete exposed to iso 834-1 fire
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2021-09-01
description Post-installed rebars (PIRs) using mortar can offer bond strength at ambient temperature equal or higher to that of cast-in place rebars. However, high temperatures have the effect of weakening the bond, typically governed by the chemical and physical properties of the mortar which is often sensitive to temperature increase. Therefore, the behavior of PIRs in a fire situation becomes vulnerable. Moreover, after exposure of PIRs to high temperature, the heat transfer continues during the post-fire phase, which might endanger the construction after a fire event. In order to evaluate the evolution of the pull-out capacity during fire, Pinoteau et al. have developed the bond resistance integration method (Pinoteau’s RIM) to predict the bond resistance value of a rebar subjected to various temperatures in accordance with the fire exposure curves. Therefore, accurate temperature profiles during the post-fire phase are needed to ensure a correct calculation of the post-fire behavior of the PIR connection. This paper presents 3D finite element thermal simulations of PIRs in concrete exposed to ISO 834-1 fire conditions then cooled with ambient air. Numerical thermal profiles are then compared to the experimental results (i.e., post-fire pull-out tests). The proposed model provides guidelines for conducting numerical simulations to determine the thermal entry data necessary for predicting thermal profiles in PIRs during heating and cooling phases. Then, the post-fire pull-out capacity of PIRs in concrete is calculated using Pinoteau’s RIM, and compared to experimental post-fire pull-out results.
topic post-fire
concrete
post installed rebars
pull-out tests
numerical model
bond strength
url https://www.mdpi.com/1996-1944/14/17/4998
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