Numerical simulation of wind effects on the temperature analysis of bridges

被引:0
作者
Chen, Lan [1 ]
Li, Fengwu [1 ]
Zhou, Linren [1 ]
Ji, Jing [1 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510641, Guangdong, Peoples R China
来源
HEALTH MONITORING OF STRUCTURAL AND BIOLOGICAL SYSTEMS 2016 | 2016年 / 9805卷
关键词
Bridge; temperature behavior; wind effect; numerical simulation;
D O I
10.1117/12.2219584
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Structural temperatures and their uneven distributions have significantly negative effects on bridges. It is very important to accurately calculate the structural temperatures. Structural temperatures are deeply affected by the surrounding weather conditions, and the environmental wind is a critical factor. In this study, the wind effects on the thermal analysis of bridges are investigated using numerical simulation. Frist, the traditional theory and method are briefly introduced to show the important effects of wind on structural heat transfer analysis. Then, a new approach is proposed to take account of the wind effects for temperature analysis of bridges. At last, numerical study based on the finite element transient heat transfer analysis of a box-girder bridge is carried out and discussed to verify the proposed method. The results indicate that the proposed method is more reasonable than the traditional methods. This method can be easily implemented in practice for temperature analysis of bridges.
引用
收藏
页数:7
相关论文
共 12 条
[1]  
Black W., 1976, BRIDGE TEMPERATURES, V748
[2]   TEMPERATURE-VARIATIONS IN CONCRETE BRIDGES [J].
ELBADRY, MM ;
GHALI, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (10) :2355-2374
[3]  
EMANUEL JH, 1978, J STRUCT DIV-ASCE, V104, P65
[4]  
Emerson M., 1982, Thermal movements of concrete bridges: field measurements
[5]  
Kehlbeck F., 1981, Effect of solar radiation on bridge structure
[6]  
Kennedy J., 1987, J STRUCTURAL ENG, V113, P65, DOI DOI 10.1061/(ASCE)0733-9445(1987)113:3(475)
[7]   Temperature variation in steel box girders of cable-stayed bridges during construction [J].
Kim, Sang-Hyo ;
Park, Se-Jun ;
Wu, Jiaxu ;
Won, Jeong-Hun .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 112 :80-92
[8]  
Priestley M. J. N., 1978, ACI J, V75, P209
[9]   Detection of structural damage through changes in frequency: A review [J].
Salawu, OS .
ENGINEERING STRUCTURES, 1997, 19 (09) :718-723
[10]   Field monitoring and numerical analysis of Tsing Ma Suspension Bridge temperature behavior [J].
Xia, Yong ;
Chen, Bo ;
Zhou, Xiao-qing ;
Xu, You-lin .
STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (04) :560-575