Bearing capacity evaluation of RC Beam Bridge based on crack index

被引:0
|
作者
Xue, Pengtao [1 ,2 ]
Cao, Hui [3 ]
Wang, Xiulan [1 ]
Liang, Peng [1 ]
机构
[1] Changan Univ, Xian, Peoples R China
[2] Highway Adm Bur Henan, Henan Sheng, Peoples R China
[3] Nantong Univ, Nantong, Peoples R China
来源
ADVANCED RESEARCH ON ENGINEERING MATERIALS, ENERGY, MANAGEMENT AND CONTROL, PTS 1 AND 2 | 2012年 / 424-425卷
关键词
RC Beam Bridge; Bearing Capacity Evaluation; Crack Index; Checking Coefficient; Analytical Hierarchy Process;
D O I
10.4028/www.scientific.net/AMR.424-425.1195
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Using crack to evaluate the bearing capacity of RC Beam Bridge is an effective method. This paper puts forward using the crack spacing, width, height and their statistical weights to characterize the structural crack index and using Analytical Hierarchy Process to get crack index expression. After a lot of survey analysis of actual cracks, get corresponding relation between crack index and the checking coefficient of their bearing capacity, then through structure resistance expression to check structure, finally the assessment of the bearing capacity of the bridge was got. With a simply supported T beam bridge as an example, the result shows that this method is reliable, simple and economical.
引用
收藏
页码:1195 / +
页数:2
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