交通信息与安全Issue(2)：127-129,134,4.DOI:10.3963/j.issn1674-4861.2014.02.025
基于灰色模型的铁路桥梁裂缝劣化预测研究及应用
Grey Model-based Railway Bridge Crack Deterioration Prediction
秦宪国 1马红奎1
作者信息
- 1. 中国神华神朔铁路分公司河西运输段 陕西榆林719316
- 折叠
摘要
Abstract
The concrete cracks on railway bridges are common problems ,which have serious impact on the service life of the railway bridge .A non-equal interval GM (1 ,1) prediction model based on grey system theory is proposed to pre-dict the crack width of the railway concrete bridge .According to the predicted deterioration of bridge conditions ,the ma-intenance plan of BICS can be developed to improve the bridge conditions and train safety .The prediction model was vali-dated by using the crack data of Beiniuchuan Super-large Bridge of Shenshuo Railway from 1996 to 2012 .The results show that the prediction model can accurately predict the crack width of the bridge .The paper also analyzes the effect of BICS injection method applied in Beiniuchuan Super-large Bridge of Shenshuo Railway .Its repair effect on the concrete crack is significant .关键词
桥梁裂缝/非等时距/灰色模型/“壁可”法Key words
bridge crack/non-equal interval/grey model/BICS分类
交通工程引用本文复制引用
秦宪国,马红奎..基于灰色模型的铁路桥梁裂缝劣化预测研究及应用[J].交通信息与安全,2014,(2):127-129,134,4.
