Suppr超能文献

纤维掺杂水泥基材料的力学性能研究

Mechanical Investigation on Fiber-Doped Cementitious Materials.

作者信息

Ji Yongcheng, Zou Yunfei, Wan Xucheng, Li Wei

机构信息

School of Civil Engineering, Northeast Forestry University, Harbin 150040, China.

出版信息

Polymers (Basel). 2022 Apr 20;14(9):1663. doi: 10.3390/polym14091663.

Abstract

Cementitious materials can be reinforced by adding different fibers. However, the effect of different fiber reinforcements on the mechanical properties of cement-based materials remains to be further studied. This paper studies the influencing factors of different fiber cement-based materials by combining experimental and theoretical methods. The tests used carbon fiber, glass fiber, and polyvinyl alcohol (PVA) fiber-reinforced cement-based materials. The addition ratios of fibers are 0%, 0.5%, and 1% by volume respectively. The compressive strength, bending strength, and drying shrinkage are studied for 3 to 28 d. The relationship between bending strength, compressive strength, dosage, and shrinkage is analyzed. The test results show that carbon fiber cement-based materials' bending, and compressive strength increase the fastest, followed by glass and PVA fibers. The presented mathematical model accurately predicted the strength of the three fiber cement-based materials at different curing times. Compared to glass fiber and PVA fiber, carbon fiber shrinks less. It can be shown that the fiber significantly affects the early strength change of the fiber cement-based material by changing the shrinkage size of the fiber-cement-based material. The bending strength of carbon fiber, glass fiber, and PVA fiber increases with the increase of fiber volume fraction. On the other hand, the compressive strength increases and then decreases. Mechanical tests show that carbon fiber has the best reinforcement effect. The number of fibers, center spacing, and ultimate tensile length are all important factors that affect the strength of different fiber cement-based materials. Moreover, applied ABAQUS software established compression and bending finite element models of fiber-cement composites. It can predict the mechanical performance concerning fiber cement-based materials' different types and volume fractions.

摘要

通过添加不同纤维可以增强胶凝材料。然而,不同纤维增强对水泥基材料力学性能的影响仍有待进一步研究。本文通过实验和理论相结合的方法研究了不同纤维水泥基材料的影响因素。试验采用了碳纤维、玻璃纤维和聚乙烯醇(PVA)纤维增强水泥基材料。纤维的添加比例分别为0%、0.5%和1%(体积分数)。研究了3至28天的抗压强度、抗弯强度和干燥收缩率。分析了抗弯强度、抗压强度、用量和收缩率之间的关系。试验结果表明,碳纤维水泥基材料的抗弯和抗压强度增长最快,其次是玻璃纤维和PVA纤维。所提出的数学模型准确预测了三种纤维水泥基材料在不同养护时间的强度。与玻璃纤维和PVA纤维相比,碳纤维收缩较小。可以看出,纤维通过改变纤维水泥基材料的收缩尺寸,显著影响纤维水泥基材料的早期强度变化。碳纤维、玻璃纤维和PVA纤维的抗弯强度随纤维体积分数的增加而增加。另一方面,抗压强度先增加后降低。力学试验表明,碳纤维具有最佳的增强效果。纤维数量、中心间距和极限拉伸长度都是影响不同纤维水泥基材料强度的重要因素。此外,应用ABAQUS软件建立了纤维水泥复合材料的压缩和弯曲有限元模型。它可以预测不同类型和体积分数的纤维水泥基材料的力学性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a75e/9100226/8749fdabf1ea/polymers-14-01663-g001.jpg

文献AI研究员

20分钟写一篇综述,助力文献阅读效率提升50倍。

立即体验

用中文搜PubMed

大模型驱动的PubMed中文搜索引擎

马上搜索

文档翻译

学术文献翻译模型,支持多种主流文档格式。

立即体验