4.7 Article

Enhanced adhesive performance of epoxy resin coating by a novel bonding agent

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 301, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.124078

关键词

Cementitious substrate; Bonding agent; Coating; Epoxy resin; Pull-off strength; Adhesion

向作者/读者索取更多资源

This study proposes a novel epoxy resin bonding agent with added coconut fibers to improve the bonding strength of epoxy resin coating systems. Tests showed that the addition of coconut fibers increased pull-off strength of the coating, but a higher volume fraction of fibers led to more pronounced delamination failure between the epoxy resin and substrate.
The current paper aims to propose a novel epoxy resin bonding agent for improving the bonding strength of epoxy resin coating systems. These kinds of systems are mainly employed during the repair and maintenance of existing cement-based structures, especially concrete floors. The paper presents the results of a series of tests of epoxy resin coatings, in which the matrix of the bonding agent made of epoxy resin is modified with the addition of coconut fibers. Pull-off strength tests were performed on the cement paste and cement mortar substrates. The results presented that the addition of 0.5%-1.0% of coconut fibers to the bonding agent matrix resulted in increased pull-off strength of the coating. In turn, it was observed that in the case of using a higher volume fraction of fibers the occurrence for the delamination failure between the epoxy resin and substrate was more pronounced. This is manifested by the reduction of the pull-off strength of the epoxy resin coating and is probably caused by the increased presence of fiber clusters in the epoxy resin matrix. Finally, to confirm the obtained macroscopic results, the specimens were analyzed using the scanning electron microscopy method by examining the interface between the coating and substrate. Numerical simulations were successfully predicting the behavior of pull-off strength using simplified concrete damage plasticity. The linear behavior was defined for presenting the softening behavior of the substrate during loading. (c) 2021 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据