Experimental Study on the Behavior of Psudo Circular Concrete Column

원형기둥 콘크리트 구멍손실 단면적의 압축거동에 관한 축소모델 실험적 연구

  • 손기상
  • Published : 2001.09.01

Abstract

There have been a lot of studies about repair & strengthening of the concrete structure. But there has almost not been my study on section damage effect due to holes drilled out for installing additional facilities or equipment, such as rack on the wall of building or underground culvert system, plumbing system through the column or wall of it, after being occupied. This study is to find out how much the section loss due to holes will give loss of section strength. We cm determine if we repair or reinforce it completely or not, using strength loss from the hole. Hole size of diameter 3cm, 2cm, lcm, depth of 3cm, 5cm, 10cm, and position of each hole has been considered as variables of this study. It is concluded that section loss 30% results in 53% of strength damage.

Keywords

section loss;column bearing capacity