Flexural behaviour of bamboo-reinforced concrete beams soaked in salt solution and molasse treatments and wrapped in fibreglass tape: An experimental and numerical study

Erno Widayanto , Ketut A. Wiswamitra, Bagas R. Subchan
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Abstract

Reinforced concrete is a structural component commonly used in construction projects. Steel is used in reinforced concrete to increase tensile strength and maintain tension. However, there are concerns about steel due to the high demand for it, and because of its high carbon footprint. Consequently, the need to replace steel with renewable resources has become an urgent research topic. Bamboo, a renewable material with environmentally beneficial properties and low cost characteristics, is emerging as a viable alternative to steel. Several bamboo processing methods have been proposed to improve the mechanical properties of bamboo, including its tensile strength and adhesion to concrete. In this study, natural resources and biological waste were used for processing, specifically soaking in salt water or a mixture of salt water and molasses to increase tensile strength. To strengthen the bamboo-concrete bond, the reinforcement was wrapped in fibreglass tape. Finally, we compared the strength of bamboo and steel in concrete beams. Four-point bending tests were used to evaluate the displacement and load-bearing capacity. The use of bamboo as an alternative to steel should be considered as a form of rebar reinforcement for concrete and should be further investigated. Experimental tests indicated that bamboo-reinforced concrete (BRC) could withstand loads of 12–14.5 tonnes, while steel-reinforced concrete (SRC) could withstand loads of 14–15 tonnes. All experiments showed that bamboo could be used in place of steel as reinforcement, as its load-bearing capacity was almost the same. However, bamboo was much more brittle than steel in its ductile state.
竹筋混凝土梁在盐溶液和糖蜜处理和玻璃纤维胶带包裹下的弯曲性能:实验和数值研究
钢筋混凝土是建筑工程中常用的结构构件。钢筋混凝土中使用钢来增加抗拉强度并保持张力。然而,由于对钢铁的高需求和高碳足迹,人们对钢铁存在担忧。因此,用可再生资源替代钢铁已成为一个迫切的研究课题。竹子是一种具有环保和低成本特点的可再生材料,正在成为钢铁的可行替代品。为了提高竹的力学性能,包括其抗拉强度和与混凝土的附着力,提出了几种竹加工方法。在本研究中,利用自然资源和生物废弃物进行加工,特别是在盐水或盐水与糖蜜的混合物中浸泡,以提高拉伸强度。为了加强竹-混凝土粘结,钢筋被玻璃纤维胶带包裹。最后,我们比较了竹材和钢材在混凝土梁中的强度。采用四点弯曲试验来评估位移和承载能力。应考虑使用竹子作为钢筋的替代品,作为混凝土钢筋的一种形式,并应进一步研究。实验测试表明,竹筋混凝土(BRC)可以承受12-14.5吨的载荷,而钢筋混凝土(SRC)可以承受14-15吨的载荷。所有的实验都表明,竹子可以代替钢作为钢筋,因为它的承载能力几乎相同。然而,在延性状态下,竹子比钢脆得多。
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