1、- 1 - 2670 单词， 16000 英文字符， 5000 汉字 出处： Takewaka K, Yamaguchi T, Maeda S. Simulation model for deterioration of concrete structures due to chloride attackJ. Journal of Advanced Concrete Technology, 2003, 1(2): 139-146. 外文文献： Simulation Model for Deterioration of Concrete Structures due to Chloride At
2、tack Koji Takewaka1,Toshinobu Yamaguchi2and Satoshi Maeda3 Received 13 January 2003,accepted 23 May 2003 Abstract Reinforced concrete structures in a marine environment suffer deterioration caused by the corrosion of reinforcement.Various research projects have investigated this problem,yet few eval
3、uation techniques have been developed until now.In this study,a simulation model for deterioration of concrete structures due to chloride attack was constructed.This model combines chloride and oxygen penetration models and a reinforcement corrosion model,taking into consideration variations in conc
4、rete quality and the existence of defects such as cracks. By using the proposed model,it was possible to estimate the progress of reinforcement corrosion and the corrosion crack generation timing in concrete . 1.Introduction Recently,the early deterioration of reinforced concrete structures has beco
5、me a major problem.Reinforcement corrosion due to chloride attack can be considered as one of the main causes. Various research projects have investigated this problem. However, there have been few evaluation techniques until now because of the variations in the quality of concrete, which is a porou
6、s material. The fact that experiments on deterioration take a long time has also been a contributing factor for the limited amount of data obtained thus far. In this study,construction of a simulation model for the deterioration of concrete structures due to chloride attack has been attempted.This model combines chloride and oxygen penetration models and a reinforcement corrosion model,taking into consideration variations in concrete - 2 - quality and the existence of defects such as cr
