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The interpenetration polymer network in a cement paste–waterborne epoxy system
Pang, Bo1,2,5; Jia, Yantao3; Pang, Sze Dai5; Zhang, Yunsheng1,2,6; Du, Hongjian5; Geng, Guoqing5; Ni, Henmei4; Qian, JiaJia1,2; Qiao, Hongxia6; Liu, Guojian7
刊名Cement and Concrete Research
2021
卷号139
关键词Calcium silicate Composite structures Epoxy resins Molecular dynamics Textures Cement based composites Cement based material Degree of polymerization Interaction parameters Interpenetrating polymer network (IPN) Performance prediction Water-borne epoxy resins Water-to-cement ratios
ISSN号00088846
DOI10.1016/j.cemconres.2020.106236
英文摘要The formation of the interpenetrating polymer network (IPN) structure within the cement-polymer system has been revealed by experiments from 2 dimensional to 3-dimensional scales. However, the microstructure design and performance prediction of IPN as a function of specific C-S-H/polymer components or ingredients' parameters e.g. water to cement ratios (w/c), polymer to cement ratios (p/c), monomer components, degree of polymerization (DP), etc. is by far not available. Here we developed a mesoscale model for IPN visualization based on the Flory-Huggins interaction theory which was applied to cement science for the first time. All the ingredients in the micro-structure were considered as soluble beads with rational sizes based on their properties obtained by molecular dynamic methods. The interaction parameters of each bead were then determined based on their element ratios and chemical backbones. The model was validated with the waterborne epoxy-cement material (WECM) in which a novel waterborne epoxy resin (WEP) was prepared and impregnated. The verification results on the 2D-3D scale show that the developed model predicts the WECM's IPN structures by rule and line concerning DP, w/c, and p/c in the mixture. The C-S-H beads were progressively scaled in size which alters the C-S-H texture to have completely different dissolution characteristics. Beads of diameter ~6 Å are more unstable and soluble which enable them to form a continuous phase in water or a composite structure with WEP. In contrast, beads with diameters larger than 10 Å have different properties with stronger nucleation effects. The results also suggest the impregnation content of WEP in cement-based material should be limited to 10% vol. to prevent the polymer IPN from decomposing into discrete clusters. The application of Flory-Huggins theory in cement-based composites demonstrates great potential in performance prediction and microstructure design. © 2020
语种英语
出版者Elsevier Ltd
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/147179]  
专题土木工程学院
作者单位1.School of Materials Science and Engineering, Southeast University, Nanjing; 211189, China;
2.Jiangsu Key Laboratory for Construction Materials, Southeast University, Nanjing; 211189, China;
3.College of Mechanics and Materials, Hohai University, Nanjing; 211189, China;
4.School of Chemistry and Chemical Engineering, Southeast University, Nanjing; 211189, China;
5.Department of Civil and Environmental Engineering, National University of Singapore, E1 Engineering Drive 2, Singapore; 117 576, Singapore;
6.College of civil engineering, Lanzhou University of Technology, Lanzhou; 730050, China;
7.School of Civil Engineering, Suzhou University of Science and Technology, Suzhou; 215011, China
推荐引用方式
GB/T 7714
Pang, Bo,Jia, Yantao,Pang, Sze Dai,et al. The interpenetration polymer network in a cement paste–waterborne epoxy system[J]. Cement and Concrete Research,2021,139.
APA Pang, Bo.,Jia, Yantao.,Pang, Sze Dai.,Zhang, Yunsheng.,Du, Hongjian.,...&Liu, Guojian.(2021).The interpenetration polymer network in a cement paste–waterborne epoxy system.Cement and Concrete Research,139.
MLA Pang, Bo,et al."The interpenetration polymer network in a cement paste–waterborne epoxy system".Cement and Concrete Research 139(2021).
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