涂层和开槽对竹筋混凝土力学性能的影响

Md Mahmud Siddique, Md Shariful Islam, Md Arifuzzaman
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引用次数: 0

摘要

本研究开创了竹筋混凝土表面涂层与机械开槽的协同效应。用6%硼酸处理竹叶条,涂有封水剂。在抗压方面,普通竹条比非钢筋混凝土的抗压强度提高了40%,但涂层稍微降低了这一增益。涂层沟槽试样表现出最高的抗压韧性。在弯曲方面,涂覆竹槽的弯曲韧性比未涂覆竹槽的高222%,其中涂覆竹槽的弯曲强度(比未涂覆竹槽高9.25%)和模量(高67.44%)显著提高。失效分析证实,复合处理优化了界面结合和能量吸收。这些发现确立了竹增强复合材料作为可持续的、高性能的建筑替代品,涂覆的竹篾提供了前所未有的韧性增强。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact of coating and grooving on mechanical performance of bamboo-reinforced concrete
This study pioneers the synergistic effects of surface coating and mechanical grooving on bamboo-reinforced concrete. Bambusa balcooa strips were treated with 6 % boric acid and coated with water sealer. In compression, plain bamboo strips increased compressive strength by 40 % over unreinforced concrete, but coating slightly reduced this gain. Coated grooved specimens exhibited the highest compressive toughness. In flexure, coated grooved bamboo achieved 222 % higher flexural toughness than unreinforced concrete, with grooving significantly improving flexural strength (9.25 % increase in coated grooved vs. grooved without coating) and modulus (67.44 % higher). The combined treatment optimized interfacial bonding and energy absorption, as confirmed by failure analysis. These findings establish bamboo-reinforced composites as sustainable, high-performance alternatives for construction, with coated grooved bamboo offering unprecedented toughness enhancement.
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