Improving nonlinear behavior and tensile and compressive strengths of sustainable lightweight concrete using waste glass powder, nanosilica, and recycled polypropylene fiber

Author:

Najaf Erfan1,Orouji Maedeh1,Zahrai Seyed Mehdi23

Affiliation:

1. Department of Civil Engineering, South Tehran Branch, Islamic Azad University , Tehran , Iran

2. School of Civil Engineering, College of Engineering, The University of Tehran , Tehran , Iran

3. School of Civil Engineering, University of Ottawa , Ottawa , Canada

Abstract

Abstract Concrete is one of the most extensively utilized building materials that can be produced, and has the potential to release a significant quantity of CO2 into the environment. In this research, through studying lightweight (LW) concrete, attempts are made to produce environmentally friendly LW concrete with high strength using nanosilica rather than part of the cement and waste glass powder instead of aggregates. Recycled polypropylene fibers are used to increase the concrete’s compressive strength and nonlinear behavior. The use of glass powder was 20, 25, and 30% of the weight of aggregates, the consumption of nanosilica was 1, 2, and 3% of the weight of cement, and the consumption of recycled fibers (FORTA Ferro-Green) was 0.5, 1, and 1.5% of the weight of cement. Leca is also utilized as a LW aggregate. According to 7- and 28-day experimentation results and field emission scanning electron microscope analysis, the best sample had 1.5% fiber, 3% nanosilica, and 25% waste glass powder, and had a compressive and tensile strengths of roughly 1.7 and 1.6 times, respectively, those of the control specimen after 28 days. Also, using 3% nanosilica instead of cement can reduce greenhouse gas emissions by about 3%.

Publisher

Walter de Gruyter GmbH

Subject

Computer Networks and Communications,General Engineering,Modeling and Simulation,General Chemical Engineering

Reference43 articles.

1. Nivethitha D, Srividhya S, Dharmar S. Review on mechanical properties of cement mortar enhanced with nanoparticles. Int J Sci Res (IJSR). 2016;5(1):913–6.

2. Alshammari SM. The effect of nanosilica on porosity and strength. [dissertation]. Dayton (OH): University of Dayton; 2018.

3. Abd-elmagied MF. Influence of different nano materials on mechanical properties of plain concrete. Eur J Eng Res Sci. 2019;4(6):129–34.

4. Li H, Xiao HG, Yuan J, Ou J. Microstructure of cement mortar with nano-particles. Compos part B: Eng. 2004;35(2):185–9.

5. Patel K. The use of nanoclay as a constructional material. Department of civil engineering, LD college of engineering Ahmedabad, Gujarat, India. Int J Eng Res Appl. 2012;2(4):1382–6.

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