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考虑个体差异的氯氧镁水泥混凝土涂层钢筋寿命预测
引用本文:王鹏辉,乔宏霞,冯琼,曹辉.考虑个体差异的氯氧镁水泥混凝土涂层钢筋寿命预测[J].浙江大学学报(自然科学版 ),2019,53(12):2309-2316.
作者姓名:王鹏辉  乔宏霞  冯琼  曹辉
作者单位:1. 兰州理工大学 甘肃省土木工程防灾减灾重点实验室,甘肃 兰州 7300502. 中国科学院 青海盐湖研究所,青海 西宁 810083
基金项目:国家自然科学基金资助项目(51468039,51868044);甘肃省自然科学基金资助项目(2017GS10844,2018GS10844);兰州理工大学红柳一流学科建设计划资助项目
摘    要:氯氧镁涂层钢筋混凝土(MOCRC)中涂层钢筋的制作误差导致不同MOCRC中涂层钢筋的寿命预测存在一定的差异,提出充分考虑个体差异性的溶液浸泡加速腐蚀试验,基于Wiener退化过程对涂层钢筋进行寿命预测. 判断涂层钢筋腐蚀电流密度是否符合Wiener退化过程;在考虑涂层钢筋个体差异性的前提下引入漂移系数进行建模;将考虑个体差异与未考虑个体差异的涂层钢筋寿命预测对比分析. 结果表明:溶液浸泡加速腐蚀试验下涂层钢筋的退化模型服从一个项数的指数函数. 基于Wiener退化过程,考虑个体差异性的涂层钢筋在25 000 d左右发生严重锈蚀,未考虑个体差异性的涂层钢筋在30 000 d左右发生严重锈蚀.

关 键 词:涂层钢筋  个体差异  耐久性退化  加速腐蚀试验  Wiener函数  

Life prediction of coated steel with individual difference in magnesium oxychloride cement concrete
Peng-hui WANG,Hong-xia QIAO,Qiong FENG,Hui CAO.Life prediction of coated steel with individual difference in magnesium oxychloride cement concrete[J].Journal of Zhejiang University(Engineering Science),2019,53(12):2309-2316.
Authors:Peng-hui WANG  Hong-xia QIAO  Qiong FENG  Hui CAO
Abstract:The manufacturing error of coated steel bars in magnesium oxychloride coated reinforced concrete (MOCRC) leads to some differences in the life prediction of coated steel bars in different MOCRCs. The solution immersion accelerated corrosion test with full consideration of individual differences was proposed, and the life prediction of coated steel bars was based on Wiener degeneration process. Judge whether the corrosion current density of the coated steel bar complied with the Wiener degradation process. The drift coefficient was introduced for modeling under the individual differences of the coated steel bars. Coated steel bars' life predictions between considering individual differences and no individual differences were compared. Results show that the degradation model of coated steel bar under accelerated corrosion test in fixed concentration solution obeys one number term of exponential function. Under the Wiener degradation process, the coated steel bars with individual differences are severely corroded around 25 000 d, while the coated steel bars without individual differences are severely corroded around 30 000 d.
Keywords:coated steel bar  individual differences  durability degradation  acceleration corrosion test  Wiener function  
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