Diao Rongdan, Cao Yinqiu, Michel Mushagalusa Murhambo, Wang Ang, Sun Linzhu, Yang Fang
College of Civil Engineering and Architecture, Wenzhou University, Wenzhou, 325035, China.
Center for Research on Microgrids (CROM), AAU Energy, Aalborg University, 9220, Aalborg East, Denmark.
Sci Rep. 2024 Aug 6;14(1):18161. doi: 10.1038/s41598-024-65000-9.
Due to the swift progress in the construction sector, there is a global concern about the potential scarcity of river sand and freshwater resources. The development of new construction materials is considered an inevitable trend for industry growth. PVA fibers, known for their strong corrosion resistance, cost-effectiveness, and high toughness, have the potential to enhance the corrosion resistance and seismic performance of structures in marine environments. However, their mechanical properties and durability in the seawater and sea sand environment are not well understood. Therefore, the investigation of the impact of seawater and sea sand on the mechanical properties and durability of PVA fiber-reinforced cement composites is considered crucial. A mechanical performance analysis of PVA fiber-reinforced seawater and sea sand fiber cement composites was conducted in this study. PVA fiber volume fractions of 0%, 0.75%, and 1.5%, cement composite matrix strength grades of C30 and C50, and curing periods of 28 days, 90 days, and 180 days were examined, investigating their influence on the bending toughness of PVA fiber-reinforced seawater and sea sand cement composites. Specific conclusions include the addition of fibers increased the peak bending load, had a less corrosive effect in seawater, and improved the flexural toughness of the material. The most significant improvement was observed at 1.5% fiber content, where the load-deflection curve was fuller and the energy absorption capacity of the material increased by 33-109%, maintaining good bending toughness. Furthermore, higher fiber contents are required for high-strength cementitious composites to improve flexural toughness and durability. The formulation of calculation formulas for predicting bending strength and corresponding deflection, which fit well with the experimental results; and the development of a calculation model for the bending toughness index of PVA fiber-reinforced seawater and sea sand cement composites, providing an effective prediction of material bending toughness.
由于建筑行业的迅速发展,全球对河砂和淡水资源可能短缺的问题表示担忧。开发新型建筑材料被认为是行业增长的必然趋势。聚乙烯醇(PVA)纤维以其强耐腐蚀性、成本效益高和高韧性而闻名,有潜力提高海洋环境中结构的耐腐蚀性和抗震性能。然而,它们在海水和海砂环境中的力学性能和耐久性尚不清楚。因此,研究海水和海砂对PVA纤维增强水泥复合材料力学性能和耐久性的影响至关重要。本研究对PVA纤维增强海水海砂纤维水泥复合材料进行了力学性能分析。研究了PVA纤维体积分数为0%、0.75%和1.5%,水泥复合基体强度等级为C30和C50,养护期为28天、90天和180天的情况,考察了它们对PVA纤维增强海水海砂水泥复合材料弯曲韧性的影响。具体结论包括:添加纤维增加了峰值弯曲荷载,在海水中的腐蚀作用较小,并提高了材料的弯曲韧性。在纤维含量为1.5%时观察到最显著的改善,此时荷载-挠度曲线更饱满,材料的能量吸收能力提高了33%-109%,保持了良好的弯曲韧性。此外,高强度水泥基复合材料需要更高的纤维含量来提高弯曲韧性和耐久性。制定了预测弯曲强度和相应挠度的计算公式,与实验结果吻合良好;建立了PVA纤维增强海水海砂水泥复合材料弯曲韧性指数的计算模型,有效预测了材料的弯曲韧性。