Effect of Strength and Age on Stress-Strain Curves in Low-, Medium-, and High-Strength Concretes

강도와 재령이 저강도, 중간강도, 및 고강도 콘크리트의 응력-변형률 곡선에 미치는 영향

  • 오태근 (㈜삼안건설기술공사 철도구조부) ;
  • 이성태 (충청대학교 토목공학과) ;
  • 양은익 (강릉대학교 토목공학과) ;
  • 최홍식 (충청대학교 토목공학과) ;
  • 김진근 (한국과학기술원 건설환경공학과)
  • Published : 2003.05.01

Abstract

Many researchers have rigorously studied the nonlinear behavior of stress-strain relationship of concrete using mathematical curves. Most of model equations for stress-strain relationship, however, have been focused on old age concrete, and were not able to adequately represent the behavior of concrete at an early age. A wide understanding on the behavior of concrete from early age to old age is very important in evaluating the durability and service life of concrete structures. In previous study by authors of this paper, a stress-strain model equation for low- and medium-strength concretes was suggested. In this paper, to extend the application region of compressive stress-strain curve to high-strength concrete, an analytical research was performed. An analytical expression of stress-strain curve with strength and age was developed using regression analyses on the experimental results. For the verification of the proposed model equation, it was compared to the experimental data. The result showed that the proposed model equation was not only compatible with the experimental data quite satisfactorily but also describing well the effect of strength and age on stress-strain curve.

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