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基于纤维选择与优化的陶粒混凝土力学性能与经济性能对比研究

A study on the mechanical and economic performance comparison of ceramsite concrete based on fiber selection and optimization.

作者信息

Wang Shifang, Li Zeyu, Fan Le, Zhang Zhicheng, Yin Shi, Yuan Ji, He Haijie, Lin Hongjian, Lin Wei, Dai Xiongwei, Xu Wen, Yu Kaisheng

机构信息

College of Civil and Architectural Engineering, Taizhou University, Taizhou, 318000, China.

Zhejiang Construction Engineering Quality Inspection Station Co. Ltd, Hangzhou, 310012, China.

出版信息

Sci Rep. 2024 Dec 30;14(1):31939. doi: 10.1038/s41598-024-83480-7.

Abstract

To improve the toughness and strength of ceramsite concrete, this study employed three different types of fibers to enhance its performance. It prepared 8 sets of specimens, conducted stress-strain curve and static strength tests, and calculated various performance parameters. Through analysis of the economic performance and failure modes, it is found that high-toughness polypropylene fibers and steel fibers significantly enhanced both the strength and toughness of ceramsite concrete, while carbon fibers, although capable of increasing strength, do not improve toughness. Specifically, high-toughness polypropylene (HTPP) fibers and steel fibers increased the strength of ceramsite concrete by 32.8% and 49.0%, respectively, resulting in corresponding improvements in strength-to-weight ratio by 33.0% and 39.8%. While the toughness index W increased by 20.0% and 85.1%, respectively, W increased by 29.0% and 257.6%. The failure mode exhibited ductile fracture. Additionally, HTPP fibers were more cost-effective in increasing the strength and toughness of ceramsite concrete. Finally, based on SEM test results, we explained the mechanisms through which the three types of fibers enhance the performance of ceramsite concrete from the perspective of fibers surface characteristics. These research findings provide theoretical support for the optimization design of ceramsite concrete and are of significant importance for its application as a structural material.

摘要

为提高陶粒混凝土的韧性和强度,本研究采用三种不同类型的纤维来增强其性能。制备了8组试件,进行了应力-应变曲线和静力强度试验,并计算了各项性能参数。通过对经济性能和破坏模式的分析发现,高韧性聚丙烯纤维和钢纤维显著提高了陶粒混凝土的强度和韧性,而碳纤维虽然能够提高强度,但并未改善韧性。具体而言,高韧性聚丙烯(HTPP)纤维和钢纤维分别使陶粒混凝土的强度提高了32.8%和49.0%,相应地,强度重量比分别提高了33.0%和39.8%。而韧性指标W分别提高了20.0%和85.1%,W分别提高了29.0%和257.6%。破坏模式表现为延性断裂。此外,HTPP纤维在提高陶粒混凝土强度和韧性方面更具成本效益。最后,基于扫描电子显微镜(SEM)试验结果,从纤维表面特性的角度解释了三种纤维增强陶粒混凝土性能的机理。这些研究结果为陶粒混凝土的优化设计提供了理论支持,对其作为结构材料的应用具有重要意义。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1997/11685857/43f58f902753/41598_2024_83480_Fig1_HTML.jpg

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