交通运输 |
|
|
|
|
高速铁路无砟轨道温度场简化计算方法 |
欧祖敏1,孙璐1,2,程群群1 |
1.东南大学 交通学院,江苏 南京 210096; 2.美国华盛顿Catholic大学 土木工程系,美国 华盛顿 20064 |
|
Simplified calculation of temperature field in high-speed railway ballastless track structure |
OU Zu-min1, SUN Lu1, 2, CHENG Qun-qun1 |
1.School of Transportation, Southeast University, Nanjing 210096, China;2. Department of Civil Engineering, Catholic University of America, Washington DC 20064, USA |
[1] LIU X, ZHAO P, DAI F. Advances in design theories of high-speed railway ballastless tracks [J]. Journal of Modern Transportation, 2011, 19(3): 154-162.
[2] 中华人民共和国铁道部.TB 10621-2009 高速铁路设计规范(试行)[S].北京:中国铁道出版社,2010:197-225.
[3] 卫军,班霞,董荣珍. 温度作用对CRTS II型无砟轨道结构体系的影响及损伤分析[J]. 武汉理工大学学报,2012, 34(10):80-85.
WEI Jun, BAN Xia, DONG Rong-zhen. Analysis of effects and damage of CRTS II ballastless track structure system induced by temperature [J]. Journal of Wuhan University of Technology, 2012, 34(10): 80-86.
[4] 徐庆元,范浩,李斌. 无砟轨道温度梯度荷载对列车 -路基上板式无砟轨道系统动力特性的影响[J]. 铁道科学与工程学报,2013, 10(3):16.
XU Qing-yuan, FAN Hao, LI Bin. Influence of temperature gradient load of slab on dynamic characteristic of train-slab track on subgrade system [J]. Journal of Railway Science and Engineering, 2013, 10(3):16.
[5] 中华人民共和国国家标准.GB 50009-2012,建筑结构荷载规范[S]. 北京:中国建筑工业出版社,2012:64-66.
[6] 邵丕彦,李海燕,吴韶亮,等. CRTSⅠ 型轨道板温度变形及与砂浆垫层间离缝的测试研究[J]. 中国铁道科学,2013, 34(2):18-22.
SHAO Pi-yan, LI Hai-yan, WU Shao-liang, et al. Measurement and research on temperature warping of CRTSⅠ track slab and crack between track slab and cement asphalt mortar cushion [J]. China Railway Science, 2013, 34(2): 18-22.
[7] 刘钰,赵国堂. CRTSⅡ型板式无砟轨道结构层间早期离缝研究[J].中国铁道科学,2013, 34(4):17.
LIU Yu, ZHAO Guo-tang. Analysis of early gap between layers of CRTSⅡslab ballastless track structure [J]. China Railway Science, 2013, 34(4): 17.
[8] 胡汉平.热传导理论[M].合肥:中国科学技术大学出版社,2010:12-38.
[9] DURACRETE. Probabilistic performance based durability design of concrete structures: models for environmental actions on concrete structures [R]. Goteborg: The European Union-Brite EuRam III, 1999.
[10] LARSSON O. Climate related thermal actions for reliable design of concrete structures [D]. Lund: Lund University, 2012.
[11] 中华人民共和国国家标准.GB 50176-93 民用建筑热工设计规范 [S]. 北京:中国建筑工业出版社,1993:21-42.
[12] BS-7527-26: 1991, Classification of environmental conditions-environmental conditions appearing in nature [S]. London : British Standards Institution, 1991.
[13] 吴继臣,徐刚.全国主要城市冬季太阳能辐射强度的研究[J]. 哈尔滨工业大学学报,2003, 35(10):1236-1239.
WU Ji-chen, XU Gang. Major Chinese cities solar radiant intensities in winter [J]. Journal of Harbin Institute of Technology, 2003, 35(10):1236-1239.
[14] GUL M S, MUNEER T, KAMBEZIDIS H D. Models for obtaining solar radiation from other meteorological data [J]. Solar Energy, 1998, 64(1): 99108.
[15] WANG D, ROESLER J R, GUO D Z. Analytical approach to predicting temperature fields in multilayered pavement systems [J]. Journal of Engineering Mechanics, 2009, 135(4): 334-344.
[16] 刘钰,陈攀,赵国堂. CRTS Ⅱ 型板式无砟轨道结构早期温度场特征研究[J]. 中国铁道科学,2014, 35(1):16.
LIU Yu, CHEN Pan, ZHAO Guo-tang. Analysis of early gap between layers of CRTSⅡslab ballastless track structure [J]. China Railway Science, 2014, 35(1):16. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|