［1］JONG F B P D. Overview fatigue phenomenon in orthotropic bridge decks in the netherlands［C］∥2004 Orthotropic Bridge Conference. Sacramento, California, USA,
2004.
［2］ KIM K W, HUSSEIN M E. Variation of fracture toughness of asphalt concrete under low strain［J］. Construction and Building Materials, 1977,11(4)：403-411.
［3］ GHUZLAN K A. Fatigue damage analysis in asphalt concrete mixtures using the dissipated energy approach［J］. Canadian Journal of Civil Engineering, 2006，33
（7）：890-901.
［4］ 葛折圣，黄晓明. 运用损伤力学理论预测沥青混合料的疲劳性能［J］.交通运输工程学报，2003,3(1)：40-42.
GE Zhesheng,HUANG Xiaoming.Prediction of fatigue performance of asphalt mixture using damage mechanics［J］.Journal of Traffic and Transportation
Engineering,2003,3(1)：40-42.
［5］ 徐勋倩，黄卫，吴国庆. 基于损伤-断裂力学的钢桥面铺装体系疲劳特性研究［J］.公路交通科技，2006,23(4)：71-75.
XU Xunqian,HUANG Wei,WU Guoqing.Research on fatigue character-istic of steel bridge deck pavement by the mcthod of damage-fracture mechanics［J］.Journal of
Highway and Transportation Research and Development,2006,23(4)：71-75.
［6］ 黄卫，林广平，钱振东，等. 正交异性钢桥面铺装层疲劳寿命的断裂力学分析［J］. 土木工程学报，2006,39(9)：112-116.
HUANG Wei,LIN Guangpin,QIAN Zhendong,et al. Fracture mechanics analysis of fatigue life of pavement layer on orthotropic steel bridge［J］.China Civil Engineering
Journal, 2006,39(9)：112-116.
［7］ 李嘉，王懿，李洪，等. 超高性能轻型组合桥面铺装体系基本力学性能研究［J］. 公路交通科技，2015,32(7)：56-61.
LI Jia,WANG Yi,LI Hong,et al.Study on basic mechanical properties of super high performance lightweight composite deck pavement system［J］.Journal of Highway and
Transportation Research and Development, 2015, 32(7)：56-61.
［8］ 邵旭东，张松涛，张良，等. 钢-超薄UHPC层轻型组合桥面性能研究［J］.重庆交通大学学报(自然科学版)，2016,35(1)：16-21.
SHAO Xudong,ZHANG Songtao,ZHANG Liang,et al.Research on light-type composite bridge deck system with steel and ultra-thin UHPC layer［J］.Journal of Chongqing
Jiaotong University（Natural Science）,2016,35(1)：16-21.
［9］ 邵旭东，胡建华.钢-超高性能混凝土轻型组合桥梁结构［M］.北京：人民交通出版社,2015,95-103.
SHAO Xudong，HU Jianhua.The Steel-UHPC Lightweight Composite Bridge Structures［M］. Beijing：China Communications Press, 2015,95-103.
［10］ 中交公路规划设计院.公路钢结构桥梁设计规范：JTGD64—2015［S］.北京：人民交通出版社,2015：61-62.
Highway Planning and Design Institute.Steel Highway Bridge Design Code：JTG D64—2015［S］.Beijing：China Communications Press, 2015：61-62.
［11］ 蔡四维，蔡敏. 混凝土的损伤断裂［M］.北京：人民交通出版社，2000.
CAI Siwei,CAI Min.Damage and Fracture of Concrete［M］.Beijing：China Communications Press, 2000.
［12］ 邵旭东,曹君辉,易笃涛,等. 正交异性钢板-薄层RPC组合桥面基本性能研究［J］.中国公路学报,2012,25(2)：40-45.
SHAO Xudong, CAO Junhui, YI Dutao, et al. Research on basic performance of composite bridge deck system with orthotropic steel deck and thin RPC layer［J］. China
Journal of Highway and Transport, 2012， 25(2)：40-45.
［13］ 邵旭东,张哲,刘梦麟,等. 正交异性钢-UHPC组合桥面板弯拉强度的实验研究［J］. 湖南大学学报(自然科学版),2012,39(10)：7-13.
SHAO Xudong, ZHANG Zhe, LIU Mengling, et al. Research on bending tensile strength for composite bridge deck system composed of orthotropic steel deck and thin RPC
topping［J］.Journal of Hunan University(Natural Sciences),2012，39(10)：7-13.
［14］ REINHARDT H W， CORNELISSEN H A W. Uniaxial tensile fatigue of concrete under constant amplitude and program loading［J］. Magazine of Concrete Research,
1984,36(129)：216-226.
［15］ 汤红卫，李士彬，朱慈勉. 基于刚度下降的混凝土梁疲劳累积损伤模型的研究［J］. 铁道学报，2007，29(3)：84-88.
TANG Hongwei,LI Shibin,ZHU Cimian. Research on fatigue damage model of concrete beams based on the decrease of stiffness［J］. Journal of the China Railway
Society,2007, 29(3)：84-88.
［16］ 刘梦麟,邵旭东,张哲,等. 正交异性钢板－超薄 RPC 组合桥面板结构抗弯疲劳性能试验研究［J］.公路交通科技, 2012,29(10)：46-53.
LIU Mengling， SHAO Xudong, ZHANG Zhe, et al. Experiment on flexural fatigue performance of composite deck system composed of orthotropic steel deck and ultra-thin
RPC Layer［J］. Journal of Highway and Transportation Research and Development, 2012,29(10)：46-53. |
