중성화와 염화물 침투가 동시에 발생하는 철근콘크리트 단면의 매개변수 분석
Parametric Analysis for the Simultaneous Carbonation and Chloride Ion Penetration in Reinforced Concrete Sections
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초록
본 논문에서는 철근 콘크리트 단면에서 동시에 진행되는 중성화와 염화물 침투에 의해 진행되는 내구성 문제에 대해 서로 다른 콘크리트의 특성과 주변 환경의 영향을 매개변수 분석을 통해 수행하였다. 이를 위해 콘크리트의 미세 공극 구조의 변화 및 중성화와 염소이온 투과의 상호 화학반응이 직접 지배방정식 형태로 고려된 최신 모델을 사용하여 이 복합작용의 분석을 수행하였다. 이산화탄소, 염소이온, 열 및수분의 복합적인 이동이 직접 고려되었다. 문헌상의 실험 데이터를 분석하여 모델의 입력변수를 결정하고 계산의 편의성을 증진시켰다. 이 모델을 상용유한요소 프로그램인 COMSOL의 사용자 모듈형태로 개발 하였다. 이 상호작용에 영향을 미치는 물-바인더비 (w/b), 골재-바인더비(a/b), 플라이에쉬 함량, CSH 함량, 콘크리트 초기공극률 등을 정량적으로 분석하였다. 결과에 의하면, 중성화와 염소이온 침투의 상호작용은다양한 재료 물성치에 영향을 받는다.
Abstract
The objective of this study is the investigation of the influence of carbonation on the penetration of chloride ions in reinforced concrete sectionsfor different mix proportions and environmental conditions. A comprehensive numerical model based on the change of the pore structure and thechemical equilibrium was used for this combined action of carbonation and chloride ingress. The empirical formulae of some parameters in this modelare estimated according to numerous experimental data. And, a set of data analysis is carried out to simplify the estimation of model variables to reducethe computational cost. A coupled simulation of the transports of carbon dioxide, chloride ions, heat and moisture is carried out. Then, the parametricanalysis is given and the numerical results show that the effect of carbonation of the free chloride ingress is significant and depends on the binder typesand concrete mix proportion.
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