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基于耐久性分析的钢筋锈蚀程度定量评价方法研究 被引量:1

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摘要 腐蚀是造成钢筋混凝土结构损毁的主要原因。本文提出了一种基于电化学检测及有限元分析的定量评价方法,并对一个实例进行了分析模拟,得出混凝土梁的应变变化率与检测信号的对应关系,验证了方法的可行性,并给出了拟合公式,对工程应用具有一定意义。
出处 《混凝土世界》 2013年第5期72-74,共3页 China Concrete
基金 "新一代公路基础设施维护关键技术 重大装备与示范(一期)"重大科技专项"服役混凝土桥梁内部缺陷无损可视化检测技术及装备研发"资助 项目号:2011318223390
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