This study presents the evaluation of the use of bamboo fiber to improve the performance of bamboo reinforced concrete at the tension crack area. To achieve this objective, a series of tests were conducted. The size object of concrete beam is 15 cm × 20 cm × 160 cm with reinforcement of bamboo and pumice stone aggregate. Bamboo reinforcement was coated with sand to become rough of the surface. The type of bamboo obtained from skewer producers in the Cemoro Kandang Malang is called Ori bamboo. The fiber were used vary in length. The fiber coated with paint and covered with sand to prevent the hygroscopic properties and increased the weight to prevent the float of bamboo fibers when mixed in the concrete mixer. The results were showed that bamboo fiber can reduce crack-width and deflection of concrete and increase beam post-cracking load-carrying capacity. The amount of fiber has effect on workability and quality of concrete. However, bamboo fiber can prevent the growth and propagation of cracks.
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29 September 2017
GREEN CONSTRUCTION AND ENGINEERING EDUCATION FOR SUSTAINABLE FUTURE: Proceedings of the Green Construction and Engineering Education (GCEE) Conference 2017
8–9 August 2017
East Java, Indonesia
Research Article|
September 29 2017
The use of bamboo fiber in reinforced concrete beam to reduce crack Free
Sri Murni Dewi;
Sri Murni Dewi
a)
1
Department of Civil Engineering, Faculty of Engineering, Brawijaya University
, Malang, Indonesia
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Ming Narto Wijaya;
Ming Narto Wijaya
b)
1
Department of Civil Engineering, Faculty of Engineering, Brawijaya University
, Malang, Indonesia
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Christin Remayanti N.
Christin Remayanti N.
c)
1
Department of Civil Engineering, Faculty of Engineering, Brawijaya University
, Malang, Indonesia
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Sri Murni Dewi
1,a)
Ming Narto Wijaya
1,b)
Christin Remayanti N.
1,c)
1
Department of Civil Engineering, Faculty of Engineering, Brawijaya University
, Malang, Indonesia
AIP Conf. Proc. 1887, 020003 (2017)
Citation
Sri Murni Dewi, Ming Narto Wijaya, Christin Remayanti N.; The use of bamboo fiber in reinforced concrete beam to reduce crack. AIP Conf. Proc. 29 September 2017; 1887 (1): 020003. https://doi.org/10.1063/1.5003486
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