Experimental Study on the Long-Term Properties of High Strength Concrete

고강도 콘크리트의 장기거동 특성에 관한 실험적 연구

  • 정원섭 (한국전력공사 전력연구원) ;
  • 박동수 (한국전력공사 전력연구원) ;
  • 권기주 (한국전력공사 전력연구원) ;
  • 이왕희 (현대산업개발 구조설계팀) ;
  • 강민석 (현대산업개발 구조설계팀)
  • Published : 2009.05.07

Abstract

Day by day, concrete buildings and structure became high-rising and magnificently vast scheduled, as contributed from the development of improved equipments that suitable to specific construction works and high qualitied Material, the durability of the concrete was highly improved. The temporary elastic reduction occur at vertical members such as walls and columns under vertical loads. Specially, inelastic reduction such as creep and shrinkage occur long termly with elastic one in case of reinforced concrete members. Generally, creep and shrinkage depend on time and this is affected by concrete strength, concrete type, member size, steel ratio, and relative humidity. And elastic reduction rely on time, too because concrete is loaded before revelation of perfect strength in terms of construction conditions. So, tests on mechanical properties of concrete certainly need in order to apply to construction by forecasting an amount of reduction caused by the complex factors. Therefore, in this study the tests on creep, shrinkage are carried out to offer basic data for predicting an amount of long-term Properties at the concrete columns of an object structure, and results of the tests are described.

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