增强生物基混凝土的力学性能:采用复合夹层和密闭圆柱体的新方法

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Materials and Structures Pub Date : 2024-07-02 DOI:10.1617/s11527-024-02400-3
Rafik Bardouh, Omayma Homoro, Nadège Reboul, Mohamed Saidi, Sofiane Amziane
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引用次数: 0

摘要

本文论述了生物基材料因其低能耗和碳封存作用而在欧洲日益广泛的应用。尽管生物基混凝土具有良好的湿热和声学特性,但其固有的挑战在于机械性能较低。本研究提出了一种通过天然纤维增强水泥基质(FRCM)加固麻混凝土的创新方法,使用两种不同的加固技术。首先,弯曲加固包括将天然 FRCM 用作复合夹层的外皮,麻混凝土作为核心。评估了纺织层和预浸渍对复合材料夹层中 FRCM 机械性能的影响。其次,抗压加固需要用 FRCM 限制麻混凝土试样。结果表明,麻类混凝土的机械性能有了明显改善,抗弯和抗压加固使机械强度分别提高了 17530% 和 258%。涉及矿物浸渍织物(PM FRCM)的配置显示出更优越的机械加固效果,因为它能使织物和水泥基质之间的相间结合更好。参考(非加固)试样和加固试样的失效模式不同,弯曲加固试样表现出剪切失效和复合材料夹层界面脱粘,而参考试样则在弯曲时失效。此外,抗压加固试样在织物拉伸断裂后会出现麻混凝土破碎,而参考试样则在试样中部出现角剪切路径。这些结果凸显了 FRCM 在机械加固生物基混凝土方面的前景,为其在建筑行业的广泛应用提供了新的机遇。
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Enhancing bio-based concrete mechanical properties: a novel approach with composite sandwiches and confined cylinders

This paper addresses the growing use of bio-based materials in Europe, thanks to their low embodied energy and carbon sequestration. Despite favorable hygrothermal and acoustic properties, the inherent challenge lies in the low mechanical properties of biobased concrete. This study presents an innovative approach to strengthen hemp concrete through natural FRCM (Fabric Reinforced Cementitious Matrix), using two distinct reinforcement techniques. Firstly, a bending reinforcement consists of applying natural FRCM as the outer skins of a composite sandwich, with hemp concrete as the core. The effect of textile layers and pre-impregnation on the FRCM mechanical properties within the composite sandwich is evaluated. Secondly, compressive reinforcement entails confining hemp concrete specimens with FRCM. The results show a significant improvement in the mechanical properties of hemp concrete, with bending and compressive reinforcement leading to increases in the mechanical strength up to 17,530% and 258%, respectively. Configurations involving mineral-impregnated fabric (PM FRCM) demonstrate superior mechanical reinforcement since it allows a better interphase bond between fabric and cementitious matrix. Different failure modes are observed between reference (non-reinforced) specimens and reinforced specimens, with bending reinforced specimens exhibiting shear failure and debonding at the interface of the composite sandwich, while reference specimens fail in bending. Moreover, compressive reinforced specimens undergo crushing of hemp concrete after tensioning rupture of the fabric, while reference specimens present angular shear path in the middle of the specimens. The results underscore the promise of FRCM in mechanically reinforcing bio-based concrete, opening new opportunities for their expanded use in the construction industry.

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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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