Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel

The proper connection between mortar and steel is one of the crucial issues in civil engineering. This paper has investigated the effect of polypropylene fibbers on the bond between cement mortar and steel, using “Twist-off” and “pull-off” tests. Moreover, in order to assess the in-situ mechanical p...

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Main Authors: Ali Saberi Varzaneh, Mahmood Naderi
Format: Article
Language:English
Published: Islamic Azad University-Isfahan (Khorasgan) Branch 2021-06-01
Series:International Journal of Advanced Design and Manufacturing Technology
Subjects:
Online Access:https://admt.isfahan.iau.ir/article_683535_531d7aed1a2602e7f255166375792636.pdf
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author Ali Saberi Varzaneh
Mahmood Naderi
author_facet Ali Saberi Varzaneh
Mahmood Naderi
author_sort Ali Saberi Varzaneh
collection DOAJ
description The proper connection between mortar and steel is one of the crucial issues in civil engineering. This paper has investigated the effect of polypropylene fibbers on the bond between cement mortar and steel, using “Twist-off” and “pull-off” tests. Moreover, in order to assess the in-situ mechanical properties of fibre-reinforced mortars, the correlation of records obtained from semi-destructive methods of “Twist-off” and “pull-off” with those of laboratory tests was determined, and calibration curves were provided, using the regression analyses. The mentioned tests were modelled with the ABAQUS software to evaluate the distribution of stresses and cracks developed during the semi-destructive tests. The results show that the addition of polypropylene fibbers reduces the shrinkage of mortars by about 13% and this has a direct effect on the bond between the mortar and steel. So that the shear and tensile bond of fibre-reinforced mortars at 90 days is 75% and 94% higher than conventional mortars, respectively. The reason for this is the effect of fibbers on the process of hydration of mortars and also to prevent excessive opening of cracks, which is shown by SEM. According to the results, instead of using an expensive and imported pull-off device, a cheap and internal twist-off device can be used to measure adhesion. Also, to evaluate the compressive strength of mortars, twist-off and pull-off tests can be used by placing the readings obtained in the equations y = 0.156x + 0.329 and y = 0.055x-0.001 instead of x, respectively, to evaluate the compressive strength of mortars.
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spelling doaj.art-c5fce37d4311426a92543275f92f5a212023-10-18T08:49:16ZengIslamic Azad University-Isfahan (Khorasgan) BranchInternational Journal of Advanced Design and Manufacturing Technology2252-04062383-44472021-06-01142374810.30495/admt.2021.1909271.1218683535Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/SteelAli Saberi Varzaneh0Mahmood Naderi1Ph.D. Candidate, Department of Civil Engineering, Imam Khomeini International University, Qazvin, IranProfessor, Department of Civil Engineering, Imam Khomeini International University, Qazvin, IranThe proper connection between mortar and steel is one of the crucial issues in civil engineering. This paper has investigated the effect of polypropylene fibbers on the bond between cement mortar and steel, using “Twist-off” and “pull-off” tests. Moreover, in order to assess the in-situ mechanical properties of fibre-reinforced mortars, the correlation of records obtained from semi-destructive methods of “Twist-off” and “pull-off” with those of laboratory tests was determined, and calibration curves were provided, using the regression analyses. The mentioned tests were modelled with the ABAQUS software to evaluate the distribution of stresses and cracks developed during the semi-destructive tests. The results show that the addition of polypropylene fibbers reduces the shrinkage of mortars by about 13% and this has a direct effect on the bond between the mortar and steel. So that the shear and tensile bond of fibre-reinforced mortars at 90 days is 75% and 94% higher than conventional mortars, respectively. The reason for this is the effect of fibbers on the process of hydration of mortars and also to prevent excessive opening of cracks, which is shown by SEM. According to the results, instead of using an expensive and imported pull-off device, a cheap and internal twist-off device can be used to measure adhesion. Also, to evaluate the compressive strength of mortars, twist-off and pull-off tests can be used by placing the readings obtained in the equations y = 0.156x + 0.329 and y = 0.055x-0.001 instead of x, respectively, to evaluate the compressive strength of mortars.https://admt.isfahan.iau.ir/article_683535_531d7aed1a2602e7f255166375792636.pdfbondfibrefinite element methodmortarsteel
spellingShingle Ali Saberi Varzaneh
Mahmood Naderi
Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel
International Journal of Advanced Design and Manufacturing Technology
bond
fibre
finite element method
mortar
steel
title Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel
title_full Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel
title_fullStr Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel
title_full_unstemmed Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel
title_short Investigation of In-Situ Compressive Strength of Fiber-Reinforced Mortar and the Effect of Fibers on the Adhesion of Mortar/Steel
title_sort investigation of in situ compressive strength of fiber reinforced mortar and the effect of fibers on the adhesion of mortar steel
topic bond
fibre
finite element method
mortar
steel
url https://admt.isfahan.iau.ir/article_683535_531d7aed1a2602e7f255166375792636.pdf
work_keys_str_mv AT alisaberivarzaneh investigationofinsitucompressivestrengthoffiberreinforcedmortarandtheeffectoffibersontheadhesionofmortarsteel
AT mahmoodnaderi investigationofinsitucompressivestrengthoffiberreinforcedmortarandtheeffectoffibersontheadhesionofmortarsteel