Study on improving the performance of engineered cement-based composites by modifying binder system and polyethylene fiber/matrix interface

IF 4.9 2区 化学 Q2 CHEMISTRY, PHYSICAL
Qichang Fan , Yuanyuan Zheng , Dan Meng , Qun Guo , Yiming Liu , Haoliang Wu
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Abstract

In this study, cement, rice husk ash (RHA), silica fume, mineral powder and fly ash were used as multi-component cementing materials, and the polyethylene (PE) fiber was modified by cellulose nanocrystal (CNC) to develop an Engineered Cementitious Composites (ECC) with high ductility and strength. The hydration heat and X-ray diffractometer (XRD) results indicate that RHA delays the early hydration of cement, its pozzolanic effect refines the internal porosity of hydration matrix and improves the compactness of ECC samples. Moreover, RHA increases the interfacial properties between fiber and cement matrix, reduces the first cracking strength and significantly improves the tensile strain rate of ECC. With the increasing content of RHA, its reinforcement effect becomes more obviously. The strain rate of ECC samples that uses RHA to replace 40 % of cement can reach 6.81 %. However, once the content of RHA is too high, the quality of cement involved in hydration will be significantly weakened, which reduces the amount of hydration products and has a negative impact on the compressive strength. By CNC coating, the active groups can be coated to the fiber surface to improve the fiber’s wettability. Which has promoted the growth of hydration products on the fiber surface, enhancing the fiber/matrix interface properties, and improved the ductility of ECC. CNC coating can also make up for the loss of compressive strength caused by RHA. The molecular dynamics simulation results show that unmodified PE fiber hardly to form a stable bond with C-S-H. However, CNC can adsorb with C-S-H through hydrogen and Ca-O bonding, and can also interaction with PE fiber by hydrogen bonding. Herein, CNC acts as an intermediate to connect PE and C-S-H, increase the interface stability of fiber/cement matrix, improve the interface bonding, and thus enhance the ductility of ECC. Developing multi-binder system and reinforced fiber/interface can significantly reduce the amount of cement used in ECC, and understanding the enhancement mechanism is beneficial to guide the optimal design of ECC.
通过改性粘结剂体系和聚乙烯纤维/基体界面改善工程水泥基复合材料性能的研究
本研究以水泥、稻壳灰(RHA)、硅灰、矿物粉和粉煤灰为多组分胶凝材料,对聚乙烯(PE)纤维进行纤维素纳米晶(CNC)改性,制备出具有高延性和高强度的工程胶凝复合材料(ECC)。水化热和x射线衍射(XRD)结果表明,RHA延缓了水泥的早期水化,其火山灰效应细化了水化基质内部孔隙度,提高了ECC样品的密实度。此外,RHA增加了纤维与水泥基体之间的界面性能,降低了首次开裂强度,显著提高了ECC的拉伸应变率。随着RHA含量的增加,其加固作用更加明显。采用RHA替代40% %水泥的ECC试样应变率可达6.81 %。然而,一旦RHA含量过高,参与水化的水泥质量将明显减弱,从而减少水化产物的数量,对抗压强度产生负面影响。通过CNC涂层,可以将活性基团涂覆在纤维表面,提高纤维的润湿性。这促进了水化产物在纤维表面的生长,增强了纤维/基体界面性能,提高了ECC的延展性。CNC涂层还可以弥补RHA造成的抗压强度损失。分子动力学模拟结果表明,未经改性的PE纤维很难与C-S-H形成稳定的键。CNC可以通过氢键和Ca-O键吸附C-S-H,也可以通过氢键与PE纤维相互作用。其中CNC作为连接PE和C-S-H的中间体,增加纤维/水泥基体的界面稳定性,改善界面粘结,从而增强ECC的延展性。开发多粘结剂体系和增强纤维/界面可以显著减少水泥在ECC中的用量,了解增强机理有助于指导ECC的优化设计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
8.70
自引率
9.60%
发文量
2421
审稿时长
56 days
期刊介绍: Colloids and Surfaces A: Physicochemical and Engineering Aspects is an international journal devoted to the science underlying applications of colloids and interfacial phenomena. The journal aims at publishing high quality research papers featuring new materials or new insights into the role of colloid and interface science in (for example) food, energy, minerals processing, pharmaceuticals or the environment.
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