参考文献/References:
[1] 祝志文, 黄炎, 文鹏翔, 等. 随机车流下钢-UHPC组合正交异性桥面疲劳性能研究[J]. 中国公路学报, 2017, 30(3): 200-209. DOI:10.19721/j.cnki.1001-7372.2017.03.022.
Zhu Z W, Huang Y, Wen P X, et al. Investigation on fatigue performance of orthotropic bridge deck with steel-UHPC composite system under random traffic flows [J]. China Journal of Highway and Transport, 2017, 30(3): 200-209. DOI:10.19721/j.cnki.1001-7372.2017.03.022. (in Chinese)
[2] 田启贤, 高立强, 周尚猛. 超高性能混凝土-钢正交异性板组合桥面受力性能研究[J]. 桥梁建设, 2017, 47(3): 13-18. DOI:10.3969/j.issn.1003-4722.2017.03.003.
Tian Qi X, Gao L Q, Zhou S M. Study of mechanical behavior of composite bridge deck with ultra high performance concrete and orthotropic steel plate [J]. Bridge Construction, 2017, 47(3): 13-18. DOI:10.3969/j.issn.1003-4722.2017.03.003. (in Chinese)
[3] Connor R, Fisher J, Gatti W, et al. Manual for design, construction, and maintenance of orthotropic deck bridges [M]. Washington, DC, USA: FHWA, 2012:4-6.
[4] 王春生, 冯亚成. 正交异性钢桥面板的疲劳研究综述[J]. 钢结构, 2009, 24(9): 10-13, 32. DOI:10.3969/j.issn.1007-9963.2009.09.003.
Wang C S, Feng Y C. Review of fatigue research for orthotropic steel bridge decks[J]. Steel Construction, 2009, 24(9): 10-13, 32. DOI:10.3969/j.issn.1007-9963.2009.09.003. (in Chinese)
[5] Kinomoto T, Kajhara M, Hirabayashi Y, et al. Inspection and retrofitting of fatigue damaged orthotropic steel deck[C]//Proceedings of 17th Congress of IABSE. Chicago, IL, USA,2008: 456-457.
[6] 朱劲松, 郭耀华. 正交异性钢桥面板疲劳裂纹扩展机理及数值模拟研究[J]. 振动与冲击, 2014, 33(14): 40-47, 71. DOI:10.13465/j.cnki.jvs.2014.14.008.
Zhu J S, Guo Y H. Numerical simulation on fatigue crack growth of orthotropic steel highway bridge deck[J]. Journal of Vibration and Shock, 2014, 33(14): 40-47, 71. DOI:10.13465/j.cnki.jvs.2014.14.008. (in Chinese)
[7] 邓鸣, 张建仁, 王蕊, 等. UHPC铺装加固斜拉桥正交异性钢桥面板[J]. 长安大学学报(自然科学版), 2018, 38(1): 67-74. DOI:10.19721/j.cnki.1671-8879.2018.01.009.
Deng M, Zhang J R, Wang R, et al. Reinforcement of orthotropic steel bridge deck for cable-stayed bridge based on UHPC paving system[J]. Journal of Chang’an University(Natural Science Edition), 2018, 38(1): 67-74. DOI:10.19721/j.cnki.1671-8879.2018.01.009. (in Chinese)
[8] 曾志斌. 正交异性钢桥面板典型疲劳裂纹分类及其原因分析[J]. 钢结构, 2011, 26(2): 9-15, 26. DOI:10.3969/j.issn.1007-9963.2011.02.00.
Zeng Z B. Classification and reasons of typical fatigue cracks in orthotropic steel deck[J]. Steel Construction, 2011, 26(2): 9-15, 26. DOI:10.3969/j.issn.1007-9963.2011.02.00. (in Chinese)
[9] 张清华, 崔闯, 卜一之, 等. 港珠澳大桥正交异性钢桥面板疲劳特性研究[J]. 土木工程学报, 2014, 47(9): 110-119. DOI:10.15951/j.tmgcxb.2014.09.039.
Zhang Q H, Cui C, Bu Y Z, et al. Study on fatigue features of orthotropic decks in steel box girder of Hong Kong-Zhuhai-Macao Bridge[J]. China Civil Engineering Journal, 2014, 47(9): 110-119. DOI:10.15951/j.tmgcxb.2014.09.039. (in Chinese)
[10] Shao X D, Yi D T, Huang Z Y, et al. Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin RPC layer [J]. ASCE Journal of Bridge Engineering, 2013, 18(5): 417-428. DOI:10.1061/(ASCE)BE.1943-5592.0000348.
[11] 张龙威, 赵华, 谭承君, 等. UHPC-钢轻型组合桥面弧形切口受力分析[J]. 中国公路学报, 2016, 29(9): 75-81. DOI:10.19721/j.cnki.1001-7372.2016.09.009.
Zhang L W, Zhao H, Tan C J, et al. Stress analysis on cutout at welded rid-to-diaphragm connections in a light-weight steel-UHPC composite deck[J]. China Journal of Highway and Transport, 2016, 29(9): 75-81. DOI:10.19721/j.cnki.1001-7372.2016.09.009. (in Chinese)
[12] 裴必达, 李立峰, 邵旭东, 等. 钢-UHPC轻型组合桥面板实桥试验研究[J]. 湖南大学学报(自然科学版), 2019, 46(1): 76-84. DOI:10.16339/j.cnki.hdxbzkb.2019.01.008.
Pei B D, Li L F, Shao X D, et al. Research on field measurement of steel-UHPC lightweight composite deck[J]. Journal of Hunan University(Natural Science), 2019, 46(1): 76-84. DOI:10.16339/j.cnki.hdxbzkb.2019.01.008. (in Chinese)
[13] 李传习, 李游, 陈卓异, 等. 基于实测车流的钢箱梁横隔板疲劳特性[J]. 长安大学学报(自然科学版), 2019, 39(5): 48-58. DOI:10.19721/j.cnki.1671-8879.2019.05.006.
Li C X, Li Y, Chen Z Y, et al. Fatigue characteristics of steel box girder based on measured vehicle flow[J]. Journal of Chang’an University(Natural Science Edition), 2019, 39(5): 48-58. DOI:10.19721/j.cnki.1671-8879.2019.05.006. (in Chinese)
[14] 鲁乃唯, 刘扬, 邓扬. 随机车流作用下悬索桥钢桥面板疲劳损伤与寿命评估[J]. 中南大学学报(自然科学版), 2015, 46(11): 4300-4306. DOI:10.11817/j.issn.1672-7207.2015.11.043.
Lu N W, Liu Y, Deng Y. Fatigue damage and life assessment for steel decks of suspension bridge under stochastic traffic flow[J]. Journal of Central South University(Science and Technology), 2015, 46(11): 4300-4306. DOI:10.11817/j.issn.1672-7207.2015.11.043. (in Chinese)
[15] 吉伯海, 朱伟, 傅中秋, 等. 正交异性钢桥面板U肋对接焊缝疲劳寿命评估[J]. 重庆交通大学学报(自然科学版), 2015, 34(1): 16-21. DOI:10.3969 /j.issn.1674-0696.2015.01.04.
Ji B H, Zhu W, Fu Z Q, et al. Fatigue life evaluation of U-rib butt weld of the orthotropic steel bridge[J]. Journal of Chongqing Jiaotong University, 2015, 34(1): 16-21. DOI:10.3969 /j.issn.1674-0696.2015.01.04. (in Chinese)
[16] 刘扬, 鲁乃唯, 邓扬. 基于实测车流的钢桥面板疲劳可靠度评估[J]. 中国公路学报, 2016, 29(5): 58-66. DOI:10.19721/j.cnki.1001-7372.2016.05.008.
Liu Y, Lu N W, Deng Y. Fatigue reliability assessment of steel bridge decks under measured traffic flow[J]. China Journal of Highway and Transport, 2016, 29(5): 58-66. DOI:10.19721/j.cnki.1001-7372.2016.05.008. (in Chinese)
[17] 赵欣欣, 刘晓光, 张玉玲. 正交异性桥面板设计参数和构造细节的疲劳研究进展[J]. 钢结构, 2010, 25(8): 1-7. DOI:10.3969/j.issn.1007-9963.2010.08.001.
Zhao X X, Liu X G, Zhang Y L. New advance of design parameter and structure details of orthotropic deck[J]. Steel Construction, 2010, 25(8): 1-7. DOI:10.3969/j.issn.1007-9963.2010.08.001. (in Chinese)
[18] Sim H B, Uang C M. Stress analyses and parametric study on full-scale fatigue tests of rib-to-deck welded joints in steel orthotropic decks [J]. Journal of Bridge Engineering, 2012, 17(5): 765-773. DOI:10.1061/(ASCE)BE.1943-5592.0000307.
[19] 张允士, 李法雄, 熊锋, 等. 正交异性钢桥面板疲劳裂纹成因分析及控制[J]. 公路交通科技, 2013, 9(8): 75-80. DOI:10.3969/j.issn.1002-0268.2013.08.013.
Zhang Y S, Li F X, Xiong F, et al. Cause analysis and control measures of fatigue cracks in orthotropic steel deck[J]. Journal of Highway and Transportation Research and Development, 2013, 9(8): 75-80. DOI:10.3969/j.issn.1002-0268.2013.08.013. (in Chinese)
[20] 朋茜, 周绪红, 狄谨, 等. 钢桥面板纵肋与横隔板连接位置疲劳损伤特征[J]. 中国公路学报, 2018, 31(11): 78-90.
Peng X, Zhou X H, Di J, et al. Fatigue damage characteristics of rib-to-diaphragm joints in orthotropic steel deck[J]. China Journal of Highway and Transport, 2018, 31(11): 78-90.(in Chinese)
[21] AASHTO. LRFD bridge design specifications: LRFD-8[S]. Washington, DC, USA: AASHTO, 2017.
[22] 宋永生, 丁幼亮, 王晓晶, 等. 运营状态下悬索桥钢桥面板疲劳效应监测与分析[J]. 工程力学, 2013, 30(11): 94-100. DOI:10.6052/j.issn.1000-4750.2012.07.0551.
Song Y S, Ding Y L, Wang X J, et al. Monitoring and analysis of fatigue effects on steel deck of a suspension bridge in working conditions[J]. Engineering Mechanics, 2013, 30(11): 94-100. DOI:10.6052/j.issn.1000-4750.2012.07.0551. (in Chinese)
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