CHLORIDE DIFFUSION ANALYSIS OF CONCRETE STRUCTURES CONSIDERING EFFECTS OF REINFORCEMENTS
作者：
DOI: 10.14359/12554
关键词:
摘要: Reinforced concrete structures exposed to sea environments suffer from corrosion of steel bars due chloride ingress. Chloride penetration into is influenced by many parameters such as cement type, mixture proportions, and presence reinforcing bars. Conventional diffusion analyses have neglected the in concrete. The aim this paper is, therefore, study effects reinforcement on incorporating realistic models. To end, nonlinear binding isotherm that includes types proportion introduced analysis. are analyzed finite element method. This indicates chlorides accumulated front a bar accumulation much more pronounced for case larger-size higher at location causes faster initiation time reduces about 30-40% when existence considered reinforcements must be properly analysis obtain accurate estimation service structures.
concrete.org
unirioja.es
sci-hub.st 参考文章(0)