Elevating mechanical performance of cementitious composites with surface-modified 3D-Printed polymeric reinforcements

IF 6.2 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yading Xu , Zhi Wan , Branko Šavija
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引用次数: 0

Abstract

3D printed polymeric reinforcement has been found able to improve the ductility of cementitious materials. However, due to the hydrophobic nature of commonly used 3D printing polymers, the bonding strength between the 3D printed polymers and cementitious matrix is extremely weak, which potentially hinders the mechanical performance of the reinforced composites. This work aims to improve the bonding properties by applying surface modifications on the 3D printed reinforcement, and eventually enhance the mechanical performance of the reinforced cementitious composites. Three types of surface coatings ingredients: epoxy resin (EP), sand sprinkled epoxy (SA) and short steel fibers sprinkled epoxy (SF) were used. Pull-out experiments are performed to study the bonding properties of the 3D printed reinforcement with different coatings. Then, uniaxial tensile and four-point-bending experiments are used to investigate the mechanical performance of the reinforced cementitious composites. A lattice type numerical model is applied to simulate the pull-out and tensile tests. The pull-out experiments indicate that the SA and SF reinforcement achieved approximately two times higher bonding strength than the uncoated and EP reinforcement. The tensile and flexural results suggest that the cementitious composites with SA and SF reinforcement achieved significantly better ductility (manifested by strain-hardening and deflection-hardening behavior) than the composites with uncoated and EP reinforcement. The numerical simulation results highly agree with the experimental findings, and further confirmed that the improved reinforcement-mortar bonding strength is the determinative factor that enhanced the composites mechanical performance. The findings of this work suggest that the sand and steel fiber surface coatings can effectively enhance the ductility of cementitious composites reinforced by 3D printed polymers.

利用表面改性 3D 打印聚合物加固材料提高水泥基复合材料的机械性能
研究发现,三维打印聚合物增强材料能够提高水泥基材料的延展性。然而,由于常用的 3D 打印聚合物具有疏水性,3D 打印聚合物与水泥基质之间的结合强度极弱,这可能会阻碍增强复合材料的机械性能。本研究旨在通过对 3D 打印增强材料进行表面改性,改善其粘结性能,最终提高增强水泥基复合材料的力学性能。该研究使用了三种表面涂层成分:环氧树脂(EP)、撒砂环氧树脂(SA)和撒短钢纤维环氧树脂(SF)。通过拉伸实验研究了带有不同涂层的 3D 打印加固材料的粘结性能。然后,通过单轴拉伸和四点弯曲实验来研究增强水泥基复合材料的力学性能。网格型数值模型用于模拟拉拔和拉伸试验。拉拔实验表明,SA 和 SF 增强材料的粘结强度比未涂层和 EP 增强材料高出约两倍。拉伸和弯曲结果表明,使用 SA 和 SF 增强材料的水泥基复合材料的延展性(表现为应变硬化和挠曲硬化行为)明显优于未涂层和 EP 增强材料的复合材料。数值模拟结果与实验结果高度吻合,并进一步证实了增强材料与砂浆粘结强度的提高是增强复合材料机械性能的决定性因素。这项工作的研究结果表明,砂和钢纤维表面涂层可有效提高由三维打印聚合物增强的水泥基复合材料的延展性。
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来源期刊
CiteScore
7.40
自引率
1.20%
发文量
31
审稿时长
22 days
期刊介绍: Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.
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