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首页> 外文期刊>MATEC Web of Conferences >The flexural behavior model of bamboo reinforced concrete beams using a hose clamp
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The flexural behavior model of bamboo reinforced concrete beams using a hose clamp

机译:胶管夹竹纤维混凝土梁的受弯性能模型。

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Bamboo can use at the simple concrete construction because of the tensile strength of its mechanical property. Meanwhile, a slippery surface of the bamboo caused cracks in the bamboo reinforced concrete beam (BRC) not to spread and yield slip failure between a bamboo bar and concrete. Load test at the BRC beam yield humble load capacity. This study aims to improve the capacity and behavior of BRC beam bending by giving waterproof coating, sand, and hose clamp installation. The beam test specimen with the size of 75x150x1100mm made as many as 26 pieces with the variety of reinforcement. The hose clamp used on the bamboo reinforcement varies with a distance of 0 cm, 15 cm, 20 cm, and 25 cm. The testing using a simple beam with two-point loading. The test results show that BRC beams have different bending behavior compared to the steel reinforced concrete beam (SRC).
机译:竹子由于其机械性能的抗拉强度而可用于简单的混凝土结构。同时,竹子的光滑表面导致竹子钢筋混凝土梁(BRC)中的裂缝不扩散,并在竹条和混凝土之间产生滑动破坏。在BRC梁上进行的负载测试会产生较低的负载能力。这项研究旨在通过提供防水涂料,沙子和软管夹来提高BRC梁弯曲的能力和行为。尺寸为75x150x1100mm的梁试件可制成多达26件,并具有多种加固方式。竹制加固上使用的软管夹的距离为0厘米,15厘米,20厘米和25厘米。使用带有两点载荷的简单梁进行测试。测试结果表明,与钢筋混凝土梁(SRC)相比,BRC梁具有不同的弯曲性能。

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