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

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概要

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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.

• 公益社団法人日本コンクリート工学会の論文
• 1995-06-01

著者

• 青柳 征夫

  アジアエ科大学

• CHAISOMPHOB Taweep

  タマサート大学

• CHEN Chin-Chang

  アジア工科大学

関連論文

• 2136 Effects of the Position of Inflexure Points on the Ultimate Shear Capacity of Reinforced Concrete Beams with Vertical Shear Reinforcements
• 2098 Effects of the Position of Inflexure Points on the Ultimate Shear Capacity of Reinforced. Concrete Beams

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