超高性能混凝土中天然植物纤维应用的实验研究

Materials Pub Date : 2024-07-16 DOI:10.3390/ma17143519
Linus Joachim, Vincent Oettel
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摘要

由于强度高,超高性能混凝土(UHPC)尤其适用于承受压缩荷载的构件。加上其出色的耐久性,超高性能混凝土可用于生产高度节约资源的构件,是传统承重结构的可持续替代品。由于 UHPC 在不添加纤维的情况下会以脆性方式失效,因此通常与微型钢纤维一起使用。这些钢纤维的生产既昂贵又耗能。天然植物纤维具有良好的机械性能、成本效益高、固有的二氧化碳中和特性,可作为传统钢纤维的可持续替代品。由于超高性能混凝土的低碱性环境和致密基质,天然植物纤维在耐久性和粘结性方面的应用原则上是可行的。不过,要在超高性能混凝土中应用天然植物纤维,就必须了解天然植物纤维增强的超高性能混凝土的承重和开裂后行为或性能。目前,还没有关于不同类型天然植物纤维对超高强度混凝土承载行为影响的测试。因此,我们进行了五个系列的压缩和弯曲拉伸试验。其中三个系列使用天然植物纤维(竹子、椰子纤维和亚麻纤维)加固,一个系列不使用纤维,一个系列使用钢纤维作为参考。在压缩载荷下,使用天然植物纤维加固的试样不会突然失效,其失效后的行为和损坏模式与使用钢纤维加固的参考试样相当。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,但却表现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,并显示了其对环境的积极影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Investigations on the Application of Natural Plant Fibers in Ultra-High-Performance Concrete
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 CO2 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.
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