WOLCHUK R. Steel Orthotropic Decks Development in the 1990s [J]. Transportation Research Record,1999,1688: 30-37.
[2]
GURNEY T. Fatigue of Steel Bridge Decks [M].London: HMSO Publication Center,1992.
[3]
冯亚成. 正交异性钢桥面板的疲劳性能研究[D].西安: 长安大学,2009.FENG Ya-cheng. Study on Fatigue Properties of Orthotropic Steel Bridge Deck [D]. Xi'an: Chang'an University,2009.
[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.WANG Chun-sheng,FENG Ya-cheng. Review of Fatigue Research for Orthotropic Steel Bridge Decks [J]. Steel Construction,2009,24 (9): 10-13,32.
[5]
任伟平,李小珍,李俊,等. 现代公路钢桥典型细节疲劳问题分析[J]. 公路,2007 (4): 82-87.REN Wei-ping,LI Xiao-zhen,LI Jun,et al. Fatigue Problems of Some Typical Details in Modern Steel Highway Bridge Structures [J]. Highway,2007 (4): 82-87.
[6]
范洪军,刘铁英. 闭口肋正交异性钢桥面的疲劳裂纹及检测[J]. 中外公路,2009,29 (5) 171-175.FAN Hong-jun, LIU Tie-ying. Fatigue Crack and Detection of Closed Rib Orthotropic Steel Bridge Deck[J]. Journal of China & Foreign Highway,2009,29(5) 171-175.
[7]
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.ZHAO Xin-xin,LIU Xiao-guang,ZHANG Yu-ling. New Advance of Design Parameter and Structure Details of Orthotropic Deck [J]. Steel Construction, 2010, 25(8): 1-7.
[8]
张玉玲,辛学忠,刘晓光. 对正交异性钢桥面板构造抗疲劳设计方法的分析[J]. 钢结构,2009,24(5): 33-37.ZHANG Yu-ling, XIN Xue-zhong, LIU Xiao-guang.Analysis on Fatigue Design Method of Orthotropic Floor Details in Steel Bridge [J]. Steel Construction,2009,24(5): 33-37.
[9]
余波,邱洪兴,王浩,等. 正交异性钢桥面板构造细节疲劳性能及损伤演化研究[J]. 公路交通科技,2009,26 (9): 64-69.YU Bo, QIU Hong-xing, WANG Hao, et al.Experimental Research on Fatigue Behavior and Damage Development of Welded Conformation of Orthotropic Steel Bridge Deck
[10]
[J ]. Journal of Highway and Transportation Research and Development, 2009, 26(9): 64-69.
[11]
童乐为,沈祖炎. 正交异性钢桥面板静力试验和有限元分析[J]. 同济大学学报: 自然科学版,1997,25(6): 617-622.TONG Le-wei, SHEN Zu-yan. Static Test and Finite Element Analysis of Orthotropic Steel Bridge Decks [J].Journal of Tongji University: Natural Science Edition,1997,25 (6): 617-622.
[12]
唐亮,黄李骥,刘高. 正交异性钢桥面板横梁弧形切口周边应力分析[J]. 公路交通科技,2011,28(6): 83-90.TANG Liang,HUANG Li-ji,LIU Gao. FEA of Stressalong Cope Hole Edge of Crossbeam in Orthotropic Steel Deck [J]. Journal of Highway and Transportation Research and Development,2011,28 (6): 83-90.
[13]
李立峰,张东波,袁卓亚,等. 正交异性钢桥面板中弧形缺口的受力分析[J]. 公路交通科技,2012,29(4): 55-61.LI Li-feng,ZHANG Dong-bo,YUAN Zhuo-ya,et al.Stress Analysis of Arc-shaped Cutouts in Steel Orthotropic Deck Plates [J]. Journal of Highway and Transportation Research and Development,2012,29 (4): 55-61.
霍立兴. 焊接结构的断裂行为及评定[M]. 北京:机械工业出版社,2000.HUO Li-xing. Fracture Behavior of Welded Structures and Evaluation [M]. Beijing: Mechanical Industry Press,2000.
[16]
余波,邱洪兴,位立强,等. 正交异性钢桥面板热点应力的有限元分析[J]. 特种结构,2008,25 (5):69-71.YU Bo,QIU Hong-xing,WEI Li-qiang,et al. Finite Element Analysis of Hot Point Stress of Orthotropic Steel Bridge Deck [J]. Special Structures,2008,25 (5):69-71.