Abstract
The aim of this paper is to study the flexural strength of concrete beam with Wulung Bamboo that has been in the notch as reinforcement. The notch is expected to increase the bonding effect and minimize the slip effects. This study used experimental laboratory method. Bamboo strip are processed and shaped with the notches of the v shape with the distance between the notches are 20, 30, 40, 50, 60 and 70 mm. The specimen size used in the form of a concrete beam is 110x150x1700 mm. Static loading is done with third point loading system (ASTM C78). The experimental results showed the performance of bamboo strips notch reinforced concrete beams increased compared to bamboo reinforcement without notch and the maximum load will increase as the number of notches increases.
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