|
|||||
|
|
| 钢筋混凝土结构锈蚀损伤定位 | |
| 引用本文： | 吴瑾,程吉昕,陆明生.钢筋混凝土结构锈蚀损伤定位[J].南京航空航天大学学报(英文版),2004,21(4). |
| 作者姓名： | 吴瑾 程吉昕 陆明生 |
| 作者单位： | 1. 南京航空航天大学航空宇航学院,南京,210016,中国 2. 连云港大陆桥国际商务投资发展有限公司,连云港,222004,中国 3. 广东省航道规划设计院,广州,510050,中国 |
| 基金项目： | 国家自然科学基金(50079002)资助项目。~~ |
| 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。 |
| 关 键 词： | 钢筋混凝土结构 锈蚀 损伤定位 模态频率 |
DAMAGE LOCATION DUE TO CORROSION IN REINFORCED CONCRETE STRUCTURES |
|
| WU Jin,Cheng Ji-xin,LU Ming-sheng.DAMAGE LOCATION DUE TO CORROSION IN REINFORCED CONCRETE STRUCTURES[J].Transactions of Nanjing University of Aeronautics & Astronautics,2004,21(4). | |
| Authors: | WU Jin Cheng Ji-xin LU Ming-sheng |
| Institution: | WU Jin1,Cheng Ji-xin2,LU Ming-sheng3 |
| Abstract: | An investigation on damage location due to the corrosion in reinforced concrete structures is conducted. The frequency change square ratio is used as a parameter for the damage. It is theoretically verified that the para-meter is a function of the damage location. Experimental results of the corrosion in reinforced concrete structures show that the predicted damage location is in agreement with the real damage location. The modal parameters are used to detect the damages in structural concrete elements, and so they are useful for structural appraisal. |
| Keywords: | reinforced concrete structures corrosion damage location modal frequency |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |