Thermal Stress Analysis of CRTSII Track-Slab of High-Speed Railway Under a Uniform Cooling Condition
ZHAO Lei1， SUN Lu2,3， SUN Wei2， ZHAO Guo-tang4
1. School of Transportation， Southeast University， Nanjing 210096， China; 2. Beijing General Municipal Engineering Design & Research Institute Co.， Ltd.， Beijing 100082， China; 3. Department of Civil Engineering， Catholic University of America， Washington D C 20064， USA; 4. China Railway Corporation， Beijing 100844. China.
ZHAO Lei， SUN Lu， SUN Wei， ZHAO Guo-tang. Thermal Stress Analysis of CRTSII Track-Slab of High-Speed Railway Under a Uniform Cooling Condition[J]. Journal of Northeastern University Natural Science, 2017, 38(11): 1664-1668.
[1]Givoni M.Development and impact of the modern high-speed train:a review［J］.Transport Reviews，2006，26(5):593-611. [2]Freudenstein S.RHEDA 2000 (R):ballastless track systems for high-speed rail applications［J］.International Journal of Pavement Engineering，2010，11(4):293-300. [3]Gao M，Zhou L，Chen Y.Reliable optimization of corridor capacity for China high speed railway by considering passenger service［EB/OL］.2016-08-17［2016-09-08］.https://doi.org/10.1142/s179396231750043x. [4]Sone S.Comparison of the technologies of the Japanese Shinkansen and Chinese high-speed railways［J］.Journal of Zhejiang University，2015，16(10):769-780. [5]Sun L，Chen L L，Zelelew H H.Stress and deflection parametric study of high-speed railway CRTS-II ballastless track slab on elevated bridge foundations［J］.Transportation Engineering，2013，139(12):1224-1234. [6]Liu X Y，Zhao P R，Dai F.Advances in design theories of high-speed railway ballastless tracks［J］.Journal of Modern Transportation，2011，19(3):154-162. [7]Timm D H，Guzina B B，Voller V R.Prediction of thermal crack spacing［J］.International Journal of Solids and Structures，2003，40(1):125-142. [8]Dai G L，Yan B.Longitudinal forces of continuously welded track on high-speed railway cable-stayed bridge considering impact of adjacent bridges［J］.Journal of Central South University，2012，19(8):2348-2353. [9]赵磊，孙璐，孙伟，等.无黏结支撑的轨道板板角缝研究［J］.湖南大学学报(自然科学版)，2016，7(1):75-81.(Zhao Lei，Sun Lu，Sun Wei，et al.Research on the warp of CRTSⅡslab track on the support layer without bonding［J］.Journal of Hunan University(Natural Sciences)，2016，7(1):75-81.) [10]任娟娟，刘学毅，赵坪锐.连续道床板裂纹计算方法及影响因素［J］.西南交通大学学报，2010，45(1):34-38.(Ren Juan-juan，Liu Xue-yi，Zhao Ping-rui.Crack calculation method and influence factors for continuously reinforced slab［J］.Journal of Southwest Jiaotong University，2010，45(1):34-38.) [11]赵坪锐，邓非凡，胡佳.考虑黏结滑移关系的连续道床板伸缩刚度计算方法［J］.铁道科学与工程学报，2015(2):229-234.(Zhao Ping-rui，Deng Fei-fan，Hu Jia.The calculation method for longitudinal stiffness of continuous track slab considering the bond slip relationship between concrete and rebar［J］.Journal of Railway Science and Engineering，2015(2):229-234.) [12]吴斌，张勇，曾志平，等.温度及收缩荷载下路基上双块式无砟轨道力学及裂缝特性研究［J］.铁道科学与工程学报，2011，8(1):19-23.(Wu Bin，Zhang Yong，Zeng Zhi-ping，et al.Study on mechanics and crack behavior of twin-block ballastless track on subgrade under the temperature and shrinkage load［J］.Journal of Railway Science and Engineering，2011，8(1):19-23.) [13]Kim S M，Won M C.Effect of bond stress and slip model for continuously reinforced concrete pavements［J］.KSCE Journal of Civil Engineering，1998，2(1):13-21.
