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对钢筋混凝土结构锈蚀损伤定位进行了研究,以频率变化平方比作为锈蚀损伤参数,从理论上证明该参数是锈蚀损伤位置的函数.锈蚀钢筋混凝土结构试验结果表明预测的损伤位置和实际的损伤位置较一致,模态参数用于检测混凝土结构构件中的损伤,为大型结构的鉴定和评估提供了新的途径.
钢筋混凝土结构锈蚀损伤定位
【摘 要】
：
对钢筋混凝土结构锈蚀损伤定位进行了研究,以频率变化平方比作为锈蚀损伤参数,从理论上证明该参数是锈蚀损伤位置的函数.锈蚀钢筋混凝土结构试验结果表明预测的损伤位置和实
【机 构】
：
南京航空航天大学航空宇航学院,连云港大陆桥国际商务投资发展有限公司,广东省航道规划设计院
【出 处】
：
南京航空航天大学学报（英文版）
【发表日期】
：
2004年期
【基金项目】
：
国家自然科学基金;
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