Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres

This study proposes a novel test method and corresponding procedure to evaluate how coconut fibres affect crack propagation rates resulting from plastic shrinkage during the accelerated drying of concrete slabs. The experiment employed concrete plate specimens, which were used to simulate slab struc...

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Main Authors: Mary Amaguaña, Leidy Guamán, Nicolay Bernardo Yanchapanta Gómez, Majid Khorami, María Calvo, Jorge Albuja-Sánchez
Format: Article
Language:English
Published: MDPI AG 2023-04-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/16/8/3247
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author Mary Amaguaña
Leidy Guamán
Nicolay Bernardo Yanchapanta Gómez
Majid Khorami
María Calvo
Jorge Albuja-Sánchez
author_facet Mary Amaguaña
Leidy Guamán
Nicolay Bernardo Yanchapanta Gómez
Majid Khorami
María Calvo
Jorge Albuja-Sánchez
author_sort Mary Amaguaña
collection DOAJ
description This study proposes a novel test method and corresponding procedure to evaluate how coconut fibres affect crack propagation rates resulting from plastic shrinkage during the accelerated drying of concrete slabs. The experiment employed concrete plate specimens, which were used to simulate slab structural elements with a surface dimension notably greater than their thickness. These slabs were reinforced with coconut fibre with 0.5%, 0.75%, and 1% fibre content. A wind tunnel was designed to simulate two significant climate parameters (wind speed and air temperature), which could impact the cracking behaviour of surface elements. The proposed wind tunnel allowed air temperature to be controlled alongside wind speed while monitoring moisture loss and the cracking propagation process. During testing, a photographic recording method was used to evaluate cracking behaviour, with the total crack length serving as a parameter to assess the impact of fibre content on the crack propagation of slab surfaces. Additionally, crack depth was measured using ultrasound equipment. The results indicate that the proposed test method was appropriate for future research, allowing for the evaluation of the effect of natural fibres on the plastic shrinkage behaviour of surface elements under controlled environmental conditions. Based on initial studies and the results obtained through the proposed test method, concrete containing 0.75% fibre content exhibited significantly reduced crack propagation on slab surfaces, as well as a reduction in the crack depth caused by plastic shrinkage during the early age of the concrete.
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spelling doaj.art-f0cd3a1331d34c598d96094a0a6130f32023-11-17T20:15:22ZengMDPI AGMaterials1996-19442023-04-01168324710.3390/ma16083247Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut FibresMary Amaguaña0Leidy Guamán1Nicolay Bernardo Yanchapanta Gómez2Majid Khorami3María Calvo4Jorge Albuja-Sánchez5Departamento de Ingeniera Civil y Ambiental, Escuela Politécnica Nacional (EPN), Quito 170143, EcuadorDepartamento de Ingeniera Civil y Ambiental, Escuela Politécnica Nacional (EPN), Quito 170143, EcuadorDepartamento de Ingeniera Civil y Ambiental, Escuela Politécnica Nacional (EPN), Quito 170143, EcuadorArchitecture Department, Universidad Politécnica Salesiana (UPS), Quito 170525, EcuadorFaculty of Engineering, Laboratory of Materials Resistance, Soil Mechanics, Pavements and Geotechnics, Pontificia Universidad Católica del Ecuador (PUCE), Quito 170143, EcuadorFaculty of Engineering, Laboratory of Materials Resistance, Soil Mechanics, Pavements and Geotechnics, Pontificia Universidad Católica del Ecuador (PUCE), Quito 170143, EcuadorThis study proposes a novel test method and corresponding procedure to evaluate how coconut fibres affect crack propagation rates resulting from plastic shrinkage during the accelerated drying of concrete slabs. The experiment employed concrete plate specimens, which were used to simulate slab structural elements with a surface dimension notably greater than their thickness. These slabs were reinforced with coconut fibre with 0.5%, 0.75%, and 1% fibre content. A wind tunnel was designed to simulate two significant climate parameters (wind speed and air temperature), which could impact the cracking behaviour of surface elements. The proposed wind tunnel allowed air temperature to be controlled alongside wind speed while monitoring moisture loss and the cracking propagation process. During testing, a photographic recording method was used to evaluate cracking behaviour, with the total crack length serving as a parameter to assess the impact of fibre content on the crack propagation of slab surfaces. Additionally, crack depth was measured using ultrasound equipment. The results indicate that the proposed test method was appropriate for future research, allowing for the evaluation of the effect of natural fibres on the plastic shrinkage behaviour of surface elements under controlled environmental conditions. Based on initial studies and the results obtained through the proposed test method, concrete containing 0.75% fibre content exhibited significantly reduced crack propagation on slab surfaces, as well as a reduction in the crack depth caused by plastic shrinkage during the early age of the concrete.https://www.mdpi.com/1996-1944/16/8/3247cracking behaviourshrinkagecoconut fibrewind tunnel
spellingShingle Mary Amaguaña
Leidy Guamán
Nicolay Bernardo Yanchapanta Gómez
Majid Khorami
María Calvo
Jorge Albuja-Sánchez
Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres
Materials
cracking behaviour
shrinkage
coconut fibre
wind tunnel
title Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres
title_full Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres
title_fullStr Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres
title_full_unstemmed Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres
title_short Test Method for Studying the Shrinkage Effect under Controlled Environmental Conditions for Concrete Reinforced with Coconut Fibres
title_sort test method for studying the shrinkage effect under controlled environmental conditions for concrete reinforced with coconut fibres
topic cracking behaviour
shrinkage
coconut fibre
wind tunnel
url https://www.mdpi.com/1996-1944/16/8/3247
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