2136 Effects of the Position of Inflexure Points on the Ultimate Shear Capacity of Reinforced Concrete Beams with Vertical Shear Reinforcements :

NDL Digital Collections 5 References
  • CHAISOMPHOB,Taweep
    Department of Civil Engineering International Institute of Technology Thammasat University Bangkok
  • AOYAGI,Yukio
    School of Civil Engineering Asian Institute of Technology Bangkok
  • CHEN,Chin-Chang
    School of Civil Engineering Asian Institute of Technology Bangkok

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This study presents the shear test on the reinforced concrete beam with vertical shear reinforcements, in which the position of inflexure points is treated as a main parameter. It is found that the inflexure points affect an ultimate shear capacity of the beam as much as 10% increment. Finally, the proposed formula for the ultimate shear capacity is established based on the experimental results.

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