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Structural Characteristic of Bamboo and Rattan Cane Reinforced Concrete Struts

机译:竹藤藤钢筋混凝土支柱的结构特性

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Corrosion in steel reinforced concrete structures has prompted researchers to work on alternative material to steel that are resistance to corrosion. This paper looked at the use of bamboo and rattan cane as alternative materials to steel in reinforced concrete struts. Fifteen (15) short concrete struts of dimension 150 mm × 150 mm × 300 mm were designed for a 50 KN load. The samples were subjected to axial load. The results after crushing showed that all the struts failed in the same manner with average compressive strength of bamboo and rattan reinforced struts being 78.18% and 63.48% that of steel reinforced struts respectively. Average crack width generated in bamboo reinforced struts was about 16.30% lower than steel, while rattan reinforced struts was 58.90% greater than that of steel. This paper concluded that bamboo and rattan cane can be effectively used as reinforcement in struts of low load bearing structures.
机译:钢筋混凝土结构中的腐蚀促使研究人员研究可替代钢的耐腐蚀材料。本文研究了在钢筋混凝土支柱中使用竹和藤制藤条作为钢的替代材料。设计了十五(15)个尺寸为150 mm×150 mm×300 mm的短混凝土支柱,以承受50 KN的载荷。样品承受轴向载荷。压碎后的结果表明,所有支杆均以相同的方式破坏,竹和藤制支杆的平均抗压强度分别为钢制支杆的78.18%和63.48%。竹制加强支柱产生的平均裂缝宽度比钢低约16.30%,而藤制加强支柱则比钢大58.90%。本文的结论是,竹藤藤条可以有效地用作低承载结构支杆的加固。

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