Joachim Linus, Oettel Vincent
Institute of Concrete Construction, Leibniz University Hannover, 30167 Hannover, Germany.
Materials (Basel). 2024 Jul 16;17(14):3519. doi: 10.3390/ma17143519.
Due to its high strength, the use of ultra-high-performance concrete (UHPC) is particularly suitable for components subjected to compressive loads. Combined with its excellent durability, UHPC can be used to produce highly resource-efficient components that represent a sustainable alternative to conventional load-bearing structures. Since UHPC fails in a brittle manner without the addition of fibers, it is typically used in conjunction with micro steel fibers. The production of these steel fibers is both expensive and energy-intensive. Natural plant fibers, due to their good mechanical properties, cost-effective availability, and inherent CO neutrality, can provide a sustainable alternative to conventional steel fibers. Thanks to the low alkaline environment and dense matrix of UHPC, the use of natural plant fibers in terms of durability and bond is possible in principle. For the application of natural plant fibers in UHPC, however, knowledge of the load-bearing and post-cracking behavior or the performance of UHPC reinforced with natural plant fibers is essential. Currently, there are no tests available on the influence of different types of natural plant fibers on the load-bearing behavior of UHPC. Therefore, five series of compression and bending tensile tests were conducted. Three series were reinforced with natural plant fibers (bamboo, coir, and flax), one series without fibers, and one series with steel fibers as a reference. Under compression loads, the test specimens reinforced with natural plant fibers did not fail abruptly and exhibited a comparable post-failure behavior and damage pattern to the reference specimens reinforced with steel fibers. In contrast, the natural plant fibers did not perform as well as the steel fibers under bending tensile stress but did show a certain post-cracking bending tensile strength. A final life cycle assessment demonstrates the superiority of natural plant fibers and shows their positive impact on the environment.
由于其高强度,超高性能混凝土(UHPC)特别适用于承受压缩载荷的构件。结合其优异的耐久性,UHPC可用于生产资源高效型构件,这是传统承重结构的可持续替代方案。由于未添加纤维时UHPC呈脆性破坏,它通常与微钢纤维一起使用。这些钢纤维的生产既昂贵又耗能。天然植物纤维因其良好的机械性能、经济有效的可得性和固有的碳中性,可为传统钢纤维提供可持续的替代方案。由于UHPC的低碱性环境和致密基体,原则上在耐久性和粘结方面使用天然植物纤维是可行的。然而,对于天然植物纤维在UHPC中的应用,了解其承重和开裂后行为或天然植物纤维增强UHPC的性能至关重要。目前,尚无关于不同类型天然植物纤维对UHPC承重行为影响的测试。因此,进行了五组压缩和弯曲拉伸试验。三组用天然植物纤维(竹纤维、椰壳纤维和亚麻纤维)增强,一组无纤维,一组用钢纤维作为参照。在压缩载荷下,用天然植物纤维增强的试样不会突然破坏,并且与用钢纤维增强的参照试样表现出可比的破坏后行为和损伤模式。相比之下,天然植物纤维在弯曲拉伸应力下的表现不如钢纤维,但确实显示出一定的开裂后弯曲拉伸强度。最终的生命周期评估证明了天然植物纤维的优越性,并显示了它们对环境的积极影响。