|
|
Long-term Temperature Monitoring and Statistical Analysis on the Flat Steel-box Girder of Sutong Bridge |
WANG Gao-xin1, DING You-liang1, WANG Xiao-jing2, YAN Xin2, ZHANG Yu-feng3 |
1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing Jiangsu 210096, China;
2. Research Institute of Highway, Ministry of Transport, Beijing 100088, China;
3. Jiangsu Transportation Institute, Nanjing Jiangsu 210017, China |
|
|
Abstract Using the flat steel-box girder of China's Sutong Cable-stayed Bridge as a research object, its temperature field is long-term monitored and analyzed based on bridge's structural health monitoring system. The temperature distribution characteristics of the girder are investigated using the temperature data, and the transverse and vertical thermal differences are analyzed in detail. Using statistical methods, the corresponding probability distribution models of the temperatures and the temperature differences of the flat steel-box girder are established, and the standard values of the temperature and temperature differences within a certain return period are determined. The analysis results reveal that (1) there exist dominant vertical temperature differences between the top and bottom plates, with definite transverse temperature differences in the top plate and negligible transverse temperature differences in the bottom plate of the flat steel-box girder; (2) the temperature probability density distributions of the flat steel-box girder can be well described by the weighted sum of two normal distributions, and its temperature difference probability density distributions can be well described by the weighted sum of two Weibull distributions.
|
Received: 01 April 2014
|
Fund:Supported by the National Basic Research Program of China (973 Program)(No.2015CB060000), the Key Program of Ministry of Transport of China (No.2013319223120)t, the Key Program of National Natural Science Foundation (No.51438002), the Program of "Six Major Talent Summit" Foundation (No.1105000268), and the Fundamental Research Funds for the Central Universities and the Innovation Plan Program for Ordinary University Graduates of Jiangsu Province in 2014 (No.KYLX_0156) |
Corresponding Authors:
WANG Gao-xin, civilwanggx@163.com
E-mail: civilwanggx@163.com
|
|
|
|
[1] DING You-liang, LI Ai-qun. Temperature-induced Variations of Measured Model Frequencies of Steel Box Girder for A Long-span Suspension Bridge[J]. International Journal of Steel Structures, 2011, 11(2):145-155.
[2] ZHANG Xie-dong, CAI Su-jun, SHI Ming-qiang, et al. Observation and Analysis of Temperature Field of Concrete Box Girder[J]. Journal of Highway and Transportation Research and Development, 2008, 25(10):52-57. (in Chinese)
[3] IM C K, CHANG S P. Estimating Extreme Thermal Loads in Composite Bridge Using Long-term Measurement data[J]. Steel Structures, 2004, 4(1):25-31.
[4] WU Liu-zheng. Simulation of Temperature Field of Concrete Box-girder Bridge[J]. Journal of Highway and Transportation Research and Development, 2011, 28(10):65-69. (in Chinese)
[5] FANG Zhi, WANG Jian. Sun Light Thermal Difference Effect on Long-span PC Continuous Box Girder Bridge[J]. China Journal of Highway and Transport, 2007, 20(1):62-67. (in Chinese)
[6] XIANG Xue-jian, DONG Jun, LIU Hao-su, et al. Determination of Parameters of Temperature Field of Box-girder Bridge in Winter Weather of Plateau[J]. Journal of Highway and Transportation Research and Development, 2012, 29(3):58-63, 85. (in Chinese)
[7] LEI Xiao, YE Jian-shu, WANG Yi. Representative Value of Solar Thermal Difference Effect on PC Box-girder[J]. Journal of Southeast University:Natural Science Edition, 2008, 38(6):1105-1109. (in Chinese)
[8] YE Jian-shu, JIA Lin, QIAN Pei-shu. Observation and Research on Temperature Distribution in Concrete Box Girders[J]. Journal of Southeast University:Natural Science Edition, 2002, 32(15):69-74. (in Chinese)
[9] YE Jian-shu, LEI Xiao, WANG Yi. Study of Characteristic Value of Thermal Difference of Concrete Box Girder Based on Statistical Analysis[J]. Journal of Highway and Transportation Research and Development, 2009, 26(11):50-54. (in Chinese)
[10] SUN Guo-chen, GUAN Rong-cai, JIANG Ying-min, et al. Sunshine-induced Temperature Distribution on Cross Section of Steel-concrete Composite Beams[J]. Engineering Mechanics, 2006, 23(11):122-128. (in Chinese)
[11] DING You-liang, WANG Xiao-jing, WANG Gao-xin, et al. Long-term Temperature Monitoring and Analysis of Steel Box Girders of Pearl River Huangpu Bridge[J]. Journal of Southeast University:Natural Science Edition, 2012, 42(5):945-949. (in Chinese)
[12] WANG Gao-xin, DING You-liang, LI Ai-qun, et al. Characteristics of Transverse Temperature Differences of Steel Box Girder in Runyang Cable-stayed Bridge Using Long-term Monitoring[J]. Engineering Mechanics, 2013, 30(1):163-167. (in Chinese) |
[1] |
CHANG Zhu-gang, WANG Lin-kai, XIA Fei-long. Fluid-structure Interaction Numerical Simulation of Bridge Wind-induced Vibration Based on CV Newmark-β Method[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 28-37. |
[2] |
XU Bai-shun, YAO Chao-yi, YAO Ya-dong, QIAN Yong-jiu, MA Ming. Carbon Fiber Reinforced Polymer-to-steel Interfacial Stress Parameter Sensitivity Based on Viscoelastic Constitutive[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 20-27. |
[3] |
WEN Cheng, ZHANG Hong-xian. Influence of Material Time-dependent Performance on the Cantilever Construction of PSC Box Girder Bridge[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 38-44. |
[4] |
LU Guan-ya, WANG Ke-hai, ZHANG Pan-pan. Seismic Design and Evaluation Methods for Small-to-Medium-Span Highway Girder Bridges Based on Machine Learning and Earthquake Damage Experience[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 24-37. |
[5] |
YANG Yi-ming, PENG Jian-xin, ZHANG Jian-ren. Random Field Parameter Estimation of Service Bridge Component and Comparative Analysis of Estimation Methods[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 38-49. |
[6] |
ZHAN Jian, SHAO Xu-dong, QU Wan-tong, CAO Jun-hui. Multi-parameter Fatigue Analysis of a Steel-super Toughness Concrete Lightweight Composite Bridge Deck[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 50-59. |
|
|
|
|