Performance of the phase-change material (PCM) to reduce freeze–thaw effect in cementitious composites

Author:

Acikök Fatih1,Ardoğa Mehmet Kemal2,Şahmaran Mustafa3

Affiliation:

1. PhD candidate, Institute of Science, Hacettepe University, Beytepe, Ankara, Türkiye

2. Researcher, Department of Civil Engineering, Hacettepe University, Ankara, Türkiye

3. Professor, Department of Civil Engineering, Hacettepe University, Ankara, Türkiye (corresponding author: )

Abstract

One of the contemporary approaches to reduce the damage to cementitious composite resulting from the freeze–thaw effect is the incorporation of phase-change materials (PCM). In this study, the composites were produced adding n-tetradecane, which is a microencapsulated organic PCM, at rates of 0, 2, 4, 6 and 8% of the cement weight. In two different simulations representing the climate conditions of the two distinct regions in Türkiye, its effect on restricting the temperature amplitudes that the composite experienced was determined. It was determined that the PCM, with a working range similar to the temperature range applied to the composite in simulation, was successful in reducing the temperature amplitudes, and the rate and type of the PCM should be chosen with care according to the climate conditions likely to be experienced by the composite when in use. In addition to PCM's thermal properties, its effects on the mechanical properties and consistency results were investigated.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction

Reference34 articles.

1. Acikok F (2019) Mineral Katkilar İçeren Beton Yol Karişimlarinin Mekanik ve Durabilite Özelliklerinin İncelenmesi. Yüksek Lisans Tezi (Master's thesis), Yildiz Teknik Üniversitesi, İstanbul, Türkiye.

2. The influence of microencapsulated phase change material (PCM) characteristics on the microstructure and strength of cementitious composites: Experiments and finite element simulations

3. Radiant floors integrated with PCM for indoor temperature control

4. Phase change materials for pavement applications: A review

5. ASTM (2016) C 109: Compressive strength of hydraulic cement mortars (using 2-in [50-mm] cube specimens). ASTM International, West Conshohocken, PA, USA.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3