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理解玄武岩/碳纤维混杂复合材料在准静态和动态载荷下的损伤机制。

Understanding the Damage Mechanisms of Basalt/Carbon Fiber Hybrid Composites Under Quasi-Static and Dynamic Loadings.

作者信息

Özsoy Mehmet İskender, Fidan Sinan, Bora Mustafa Özgür, Ürgün Satılmış

机构信息

Department of Mechanical Engineering, Faculty of Engineering, Sakarya University, Sakarya 54050, Türkiye.

Department of Airframe & Powerplant Maintenance, Faculty of Aeronautics and Astronautics, Kocaeli University, Kocaeli 41001, Türkiye.

出版信息

Polymers (Basel). 2025 Mar 24;17(7):866. doi: 10.3390/polym17070866.

DOI:10.3390/polym17070866
PMID:40219255
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11991270/
Abstract

This work investigates the hybrid fiber sequence effect on the flexural and impact properties of basalt/carbon epoxy composites. In the present study, six configurations of composite laminates were fabricated by vacuum-assisted resin transfer method and tested in three-point bending and Charpy impact tests. The results show that hybrid composites outperform pure basalt or carbon laminates. The maximum flexural strength and modulus, such as in [CBC], were realized for the configurations with carbon fibers on the outer layers because of the rigidity of carbon. However, higher energy absorption was offered by the basalt-rich composites because of their ductility. Among the hybrids, a balanced stacking sequence like [CB] and [BCB] showed an optimum between stiffness and toughness. Flexural modulus was maximum at 12.1 GPa for carbon-dominant layers, whereas impact resistance was maximum for alternating hybrid layers at 120 kJ/m. SEM analysis revealed that the dominant mechanisms of failure were delamination at the fiber-matrix interface and fiber pull-out, while the stacking order was critical regarding stress distribution. Hybridization also increased cost-performance metrics by a factor of 40%, as basalt fibers reduced the cost while maintaining acceptable mechanical properties. These results prove the potential of basalt-carbon hybrid for applications requiring high strength, impact resistance, and economic efficiency.

摘要

本研究探讨了混杂纤维序列对玄武岩/碳纤维环氧树脂复合材料弯曲性能和冲击性能的影响。在本研究中,采用真空辅助树脂传递模塑法制备了六种复合材料层压板构型,并进行了三点弯曲试验和夏比冲击试验。结果表明,混杂复合材料的性能优于纯玄武岩或碳纤维层压板。由于碳纤维的刚性,外层为碳纤维的构型,如[CBC],实现了最大弯曲强度和模量。然而,富含玄武岩的复合材料由于其延展性而具有更高的能量吸收能力。在混杂复合材料中,像[CB]和[BCB]这样的平衡铺层序列在刚度和韧性之间表现出最佳性能。以碳纤维为主的层压板的弯曲模量最大,为12.1 GPa,而交替混杂层压板的抗冲击性最大,为120 kJ/m²。扫描电子显微镜分析表明,主要破坏机制是纤维-基体界面处的分层和纤维拔出,而铺层顺序对应力分布至关重要。混杂化还使性价比指标提高了40%,因为玄武岩纤维降低成本的同时保持了可接受的力学性能。这些结果证明了玄武岩-碳纤维混杂材料在需要高强度、抗冲击性和经济效益的应用中的潜力。

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