Experimental Study on Bond Behavior of Glass Textile Mesh in Earth-Based Matrix

Author:

Han Weinan1,Wu Feng1ORCID,Zhao Yugang1,Wang Haitao1,Chu Shenglin12

Affiliation:

1. School of Civil Engineering, Dalian Jiaotong University, Dalian 116028, China

2. Xinjiang Institute of Technology, Aksu 843000, China

Abstract

The bond behavior between the textile and the earth-based matrix determined the reinforcement effectiveness of the composite systems. This paper presented a pull-out experimental study on the glass textile mesh reinforced earth-based matrix. The bond behavior was studied using different development length, mesh spacing size and matrix thickness, with a total of 32 experimental specimens. The test results showed that the peak pull-out force had increased by 31.7% and 40.5% with 200 mm and 300 mm versus 100 mm development length, respectively. The 16 mm compared to 10 mm matrix thickness specimens had a high strength improvement (9.73%) because the elevated thickness had increased the matrix strength. However, the 20 mm versus 10 mm mesh spacing size specimens had achieved a slight reduction (5.72%) due to the reduction in the number of textiles along the weft direction. The failure mode shifted from pulling out, compound modes (both pulling out and textile rupture) to textile rupture mainly accompanied by elevated development length. In addition, we discussed the applicability of the trilinear bond-slip model on the earth-based matrix and proposed a method based on the fracture energy concept for estimating the effective development length, which could provide a reference for future research.

Publisher

MDPI AG

Subject

General Materials Science

Reference58 articles.

1. Failure of rammed earth walls: From observations to quantifications;Bui;Constr. Build. Mater.,2014

2. Seismic retrofitting of rural rammed earth buildings using externally bonded fibers;Liu;Constr. Build. Mater.,2015

3. Review of earthen structure in China;Wang;China Civ. Eng. J.,2015

4. Review of overseas research on raw-soil structure;Wang;China Civ. Eng. J.,2015

5. The problems and development directions of raw earth architecture;Cao;Sichuan Build. Mater.,2020

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