首页> 外文会议>Concrete durability and service life planning - Concretelife '09 >SERVICE LIFE PREDICTIONS OF MARINE CONCRETE STRUCTURES - UNCERTAINTIES RELATED TO CHLORIDE THRESHOLD VALUES
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SERVICE LIFE PREDICTIONS OF MARINE CONCRETE STRUCTURES - UNCERTAINTIES RELATED TO CHLORIDE THRESHOLD VALUES

机译:海洋混凝土结构的使用寿命预测-与氯化物阈值有关的不确定性

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The service life predictions of marine concrete structures are commonly based on Fick's 2nd law of diffusion, in which the time to onset of corrosion defines the end of the service life. However, reliable data for this critical level are lacking, especially from field exposure of real structures.rnProbabilistic service life calculations of a marine structure are performed. A statistical model for the chloride threshold level derived from measurements based on corrosion sensors installed in a 37 years old jetty is applied. Further, the uncertainties in the chloride threshold value and the achieved design service life are studied.
机译:船用混凝土结构的使用寿命预测通常基于菲克第二扩散定律,其中腐蚀开始的时间决定了使用寿命的结束。但是,缺乏此临界水平的可靠数据,尤其是实际结构的现场暴露。rn对海洋结构进行了概率使用寿命计算。使用基于安装在37岁码头上的腐蚀传感器的测量值得出的氯化物阈值的统计模型。此外,研究了氯化物阈值和所达到的设计使用寿命的不确定性。

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