个人信息Personal Information
教授
博士生导师
硕士生导师
任职 : 建筑材料研究所所长、土木水利国家级实验教学中心常务副主任
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:建设工程学院
学科:材料学. 结构工程. 市政工程
办公地点:大连理工大学3号实验楼
联系方式:0411-84707101
电子邮箱:wangbm@dlut.edu.cn
Mechanical property and toughening mechanism of water reducing agents modified graphene nanoplatelets reinforced cement composites
点击次数:
论文类型:期刊论文
发表时间:2019-11-30
发表刊物:CONSTRUCTION AND BUILDING MATERIALS
收录刊物:EI、SCIE
卷号:226
页面范围:699-711
ISSN号:0950-0618
关键字:Graphene nanoplatelets; Water reducing agents; Reinforced; Cement-based composites; Mechanical property; Toughening mechanism
摘要:The unique attractive properties that make graphene nanoplatelets (GNPs) effective nano-reinforcer for cement composites. Dispersion of GNPs with dispersant is a conventional method. In order to avoid the introduction of dispersant left in cement-based materials, water reducing agent was directly used to disperse GNPs. This article investigated GNPs were dispersed using different water reduced agents, the mechanical properties and toughening mechanism of modified GNPs reinforced cement composites. In this research, GNPs were dispersed well in aqueous solution using polycarboxylate superplasticizer (PS), naphthalene superplasticizer (NS) and melamine superplasticizer (MS) as dispersants with ultrasonication. Results showed that water reducers can improve the influence of GNPs on cement-based materials and a GNPs dosage of 0.06 wt% could make the GNPs/cement composites as flowable as the plain sample. The flexural strength of cement paste increased up to 16%, 13% and 20% with 0.06 wt% PS, NS and MS modified GNPs at 28d, it increased the compressive strength of the GNPs/cement composites by 8%, 5% and 11.2%. The ratio of compressive-bend strength of decline rates of PS and NS modified GNPs/cement composites were 7.4% and 8.2% at 0.06 wt% GNPs at 28d, while the ratio of compressive-bend strength of decline rates of MS modified GNPs/cement composites were 10.9% with 0.09 wt% GNPs at 28d. It found that GNPs could accelerate hydration process of cement composite, leading to more hydration products, finer CH crystals, longer mean chain length of C-S-H gel and lower porosity, and thus the propagation of cracks of the cement composites was inhibited. (C) 2019 Elsevier Ltd. All rights reserved.