正交异性钢桥面板疲劳问题的研究进展
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摘要
为深化对正交异性钢桥面板疲劳问题的认识,从正交异性钢桥面板的疲劳性能及其评估方法、新型正交异性钢桥面板结构以及正交异性钢桥面板疲劳加固的研究进展等层面进行了分析总结,讨论了制约正交异性钢桥面板疲劳研究的主要问题,探讨了正交异性钢桥面板疲劳问题研究的现状和发展趋势。结果表明:相对于主梁和主桁等杆系结构的疲劳问题,正交异性钢桥面板的疲劳体现为由多个复杂构造细节部位的疲劳性能共同决定的空间结构疲劳问题,其疲劳破坏模式、疲劳性能、抗疲劳优化设计和疲劳开裂加固等问题更为复杂;疲劳损伤机理、新建和在役正交异性钢桥面板疲劳性能评估方法、适用的疲劳开裂加固方法,是钢桥的全寿命周期设计理论的重要基础和桥梁工程可持续发展迫切需要解决的重要研究课题;依托创新设计理念和高性能材料,发展新型结构体系和构造细节,是正交异性钢桥面板的重要发展方向;以智能化制造为代表的先进制造加工技术、以红外热成像和超声波相控阵等为代表的疲劳裂纹检测技术,为正交异性钢桥面板疲劳性能的进一步提升和疲劳裂纹检测技术的发展提供了重要支撑。
In order to deepen the understanding of the fatigue problem of orthotropic steel bridge deck(OSD),the fatigue performance and its evaluation methods of OSDs,new-type OSD structure and fatigue reinforcement of OSDs were analyzed and summarized.The main problems restricting fatigue research of OSDs were discussed.The current state and development tendency of the fatigue problem of OSDs were explored as well.The results show that compared with the fatigue problem of skeletal structures such as main girder and main truss,the fatigue problem of OSDs is a spatial structure fatigue problem codetermined by fatigue performance of multiple complex structural details, whose fatigue failure mode,fatigue performance,anti-fatigue optimization design and fatigue cracking reinforcement are more complex than skeletal structures.The fatigue damage mechanism,evaluation method of fatigue performance for building and existing OSDs as well as feasible method for fatigue reinforcement are important foundation for whole life-cycle design theory of steel bridge and research topic to be solved urgently in the sustainable development of bridge engineering.Relying on innovative design concept and highperformance materials,the progresses of new structural system and details are the significant development orientations of OSDs. The advanced fabrication technology represented by intelligent manufacturing and detection technology of fatigue crack represented by infrared thermography(IRT)and ultrasonic phased array provide an important support for the further improvement of fatigue performance of OSDs and development of fatigue crack detection technology.
In order to deepen the understanding of the fatigue problem of orthotropic steel bridge deck(OSD),the fatigue performance and its evaluation methods of OSDs,new-type OSD structure and fatigue reinforcement of OSDs were analyzed and summarized.The main problems restricting fatigue research of OSDs were discussed.The current state and development tendency of the fatigue problem of OSDs were explored as well.The results show that compared with the fatigue problem of skeletal structures such as main girder and main truss,the fatigue problem of OSDs is a spatial structure fatigue problem codetermined by fatigue performance of multiple complex structural details, whose fatigue failure mode,fatigue performance,anti-fatigue optimization design and fatigue cracking reinforcement are more complex than skeletal structures.The fatigue damage mechanism,evaluation method of fatigue performance for building and existing OSDs as well as feasible method for fatigue reinforcement are important foundation for whole life-cycle design theory of steel bridge and research topic to be solved urgently in the sustainable development of bridge engineering.Relying on innovative design concept and highperformance materials,the progresses of new structural system and details are the significant development orientations of OSDs. The advanced fabrication technology represented by intelligent manufacturing and detection technology of fatigue crack represented by infrared thermography(IRT)and ultrasonic phased array provide an important support for the further improvement of fatigue performance of OSDs and development of fatigue crack detection technology.
引文
[1]WOLCHUK R.Lessons from Weld Cracks in Orthotropic Decks on Three European Bridges[J].Journal of Structural Engineering,1990,116(1):75-84.
[2]TSAKOPOULOS P A,FISHER J W.Full-scale Fatigue Tests of Steel Orthotropic Decks for the Williamsburg Bridge[J].Journal of Bridge Engineering,2003,8(5):323-333.
[3]孟凡超,张清华,苏权科,等.正交异性钢桥面板抗疲劳关键技术[M].北京:人民交通出版社,2014MENG Fan-chao,ZHANG Qing-hua,SU Quan-ke,et al.The Anti-fatigue Key Technology of Orthotropic Steel Decks[M].Beijing:China Communications Press,2014.
[4]陶晓燕.正交异性钢桥面板节段模型疲劳性能试验研究[J].中国铁道科学,2013,34(4):22-26.TAO Xiao-yan.Experimental Study on the Fatigue Performance of the Section Model of Orthotropic Steel Bridge Deck[J].China Railway Science,2013,34(4):22-26.
[5]王春生,付炳宁,张芹,等.正交异性钢桥面板足尺疲劳试验[J].中国公路学报,2013,26(2):69-76.WANG Chun-sheng,FU Bing-ning,ZHANG Qin,et al.Fatigue Test on Full-scale Orthotropic Steel Bridge Deck[J].China Journal of Highway and Transport,2013,26(2):69-76.
[6]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.ZHANG Qing-hua,CUI Chuang,BU Yi-zhi,et al.Study on Fatigue Features of Orthotropic Decks in Steel Box Girder of the Hong Kong-Zhuhai-Macao Bridge[J].China Civil Engineering Journal,2014,47(9):110-119.
[7]ZHANG Q H,CUI C,BU Y Z,et al.Fatigue Tests and Fatigue Assessment Approaches for Rib-to-Diaphragm in Steel Orthotropic Decks[J].Journal of Constructional Steel Research,2015,114:110-118.
[8]LIU R,LIU Y Q,JI B H,et al.Hot Spot Stress Analysis on Rib-deck Welded Joint in Orthotropic Steel Decks[J].Journal of Constructional Steel Research,2014,97:1-9.
[9]MUSTAFA A,MOHAMMAD A,SHOTA U.Modelling and Fatigue Life Assessment of Orthotropic Bridge Deck Details Using FEM[J].International Journal of Fatigue,2012,40:129-142.
[10]LIU R,JI B H,WANG M M,et al.Numerical Evaluation of Toe-deck Fatigue in Orthotropic Steel Bridge Deck[J].Journal of Performance of Constructed Facilities,2015,29(6):1-10.
[11]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.
[12]PIETRO C,DANIELE P.Fatigue Behavior of Stiffener to Cross Beam Joints in Orthotropic Steel Decks[C]//PAPUGA J,RU7)ˇZIˇCKA M.The 3rd International Conference on Material and Component Performance under Variable Amplitude Loading.Amsterdam:Elsevier,2015:101-108.
[13]CHOI J H,KIM D H.Stress Characteristics and Fatigue Crack Behavior of the Longitudinal Rib-to-cross Beam Joints in an Orthotropic Steel Deck[J].Advances in Structural Engineering,2008,2(11):189-198.
[14]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.ZHU Jin-song,GUO Yao-hua.Numerical Simulation on Fatigue Crack Growth of Orthotropic Steel Highway Bridge Deck[J].Journal of Vibration and Shock,2014,33(14):40-47.
[15]顾萍,周聪.铁路正交异性钢桥面板典型疲劳裂纹寿命估算[J].铁道学报,2012,34(1):97-102.GU Ping,ZHOU Cong.Estimation of Fatigue Life of Typical Fatigue Cracks of Orthotropic Steel Decks of Railway Bridges[J].Journal of the China Railway Society,2012,34(1):97-102.
[16]BS 5400:1980,Part10:Code of Practice for Fatigue[S].
[17]AASHTO LRFD:2004,Bridge Design Specifications[S].
[18]CONNOR R J,FISHER J W.Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-web Connections in Steel Orthotropic Bridge Decks[J].Journal of Bridge Engineering,2006,11(5):517-525.
[19]KLOSTEIN M H.Fatigue Classification of Welded Joints in Orthotropic Steel Bridge Decks[D].Netherlands:Delft University of Technology,2007.
[20]BS EN 1993-1-9:2005,Eurocode 3:Design of Steel Structures,Part1-9:Fatigue Strength of Steel Structures[S].
[21]Japan Road Association,2002,the Road Bridge Specifications:Explanation[S].
[22]JTG D64—2015,公路钢结构桥梁设计规范[S].JTG D64—2015,Highway Steel Bridge Design Code[S].
[23]CONNOR R,FISHER J,GATTI W,et al.Manual for Design,Construction,and Maintenance of Orthotropic Steel Deck Bridges[R].Washington DC:US Department of Transportation,2012.
[24]HOBBACHER A.Recommendations for Fatigue Design of Welded Joints and Components[M].2nd ed.Paris:Springer,2007.
[25]王斌华,吕彭民,邵雨虹.正交异性钢桥面板隔板与U肋连接热点应力分析[J].长安大学学报:自然科学版,2013,33(5):57-63.WANG Bin-hua,LU Peng-min,SHAO Yu-hong.Analysis of Diaphragm-U Rib Welded Connection in Orthotropic Steel Deck,Using Hot Spot Stress Approach[J].Journal of Chang’an University:Natural Science Edition,2013,33(5):57-63.
[26]DNV-RP-C203,2006,Fatigue Design of Offshore Steel Structure[S].
[27]LOTSBERG I,SIGURDSSON G.Hot Spot Stress SN Curve for Fatigue Analysis of Plated Structures[J].Journal of Offshore Mechanics and Arctic Engineering,2006,128(11):330-336.
[28]KANG S W,KIM W S.A Proposed S-N Curve for Welded Ship Structures[J].Welding Journal,2003,82(7):161-168.
[29]BHARGAVA A.Fatigue Analysis of Steel Bridge Detail:Hot Spot Stress Approach[D].Washington DC:the George Washington University,2010.
[30]DONG P.A Robust Structural Stress Procedure for Characterizing Fatigue Behavior of Welded Joints[R].Detroit:SAE Technical Paper Press,2001.
[31]DONG P,PRAGER M,OSAGE D.The Design Master S-N Curve in Asme Div 2Rewrite and Its Validations[J].Welding in the World,2007,51(5/6):53-63.
[32]DONG P,HONG J K.The Master S-N Curve Approach to Fatigue of Vessel and Piping Welds[J].Welding in the World,2004,48(1/2):28-36.
[33]DONG P,HONG J K.Analysis of Recent Fatigue Data Using the Structural Stress Procedure in ASME Div 2Rewrite[J].Journal of Pressure Vessel Technology,2007,129:355-362.
[34]崔闯,刘益铭,廖贵星,等.正交异性钢桥面板焊接接头疲劳评估方法[J].西南交通大学学报,2015,50(6):1011-1017.CUI Chuang,LIU Yi-ming,LIAO Gui-xing,et al.Fatigue Evaluation Approach of Weld Joints on Steel Orthotropic Bridge Deck[J].Journal of Southwest Jiaotong University,2015,50(6):1011-1017.
[35]NEUBER H.Kerbspannungslehre[M].Berlin:Springer,2001.
[36]FRICKE W.Notch Stress Concepts for the Fatigue Assessment of Welded Joints:Background and Applications[J].International Journal of Fatigue,2012,34(1):2-16.
[37]PARIS P C,ERDOGAN F.A Critical Analysis of Crack Propagation Laws[J].Journal of Fluids Engineering,1963,85(4):528-533.
[38]FISHER J W.Fatigue and Fracture in Steel Bridges,Case Studies[M].New York:John Wiley&Sons,1984.
[39]王春生.铆接钢桥剩余寿命与使用安全评估[M].上海:同济大学出版社,2007.WANG Chun-sheng.Assessment of Remaining Fatigue Life and Service Safety for Riveted Steel Bridges[M].Shanghai:Tongji University Press,2007.
[40]MARIGO J.Modelling of Brittle and Fatigue Damage for Elastic Material by Growth of Microvoids[J].Engineering Fracture Mechanics,1985,21(4):861-874.
[41]LI Z X,CHAN T H T,KO J M.Fatigue Damage Model for Bridge Under Traffic Loading:Application Made to Tsing Ma Bridge[J].Theoretical and Applied Fracture Mechanics,2001,35(1):81-91.
[42]余天庆,钱济成.损伤理论及其应用[M].北京:国防工业出版社,1993.YU Tian-qing,QIAN Ji-cheng.Damage Theory and Its Application[M].Beijing:National Defense Industry Press,1993.
[43]LI Z X,CHAN T H T,KO J M.Fatigue Analysis and Life Prediction of Bridges with Structural Health Monitoring Data—Part I:Methodology and Strategy[J].International Journal of Fatigue,2001,23(1):45-53.
[44]CHAN T H T,LI Z X,KO J M.Fatigue Analysis and Life Prediction of Bridges with Structural Health Monitoring Data—PartⅡ:Application[J].International Journal of Fatigue,2001,23(1):55-64.
[45]黄云.基于损伤力学的正交异性板疲劳裂纹形成寿命研究[D].成都:西南交通大学,2013.HUANG Yun.Fatigue Crack Initiation Life Prediction of Orthotropic Steel Decks Based on Damage Mechanics[D].Chengdu:Southwest Jiaotong University,2013.
[46]万志强.应用损伤力学研究钢桥的疲劳破坏[D].重庆:重庆交通大学,2012.WAN Zhi-qiang.Application of Damage Mechanics on the Fatigue Damage of Steel Bridge[D].Chongqing:Chongqing Jiaotong University,2012.
[47]CHABOCHE J L.Continuous Damage Mechanics—A Tool to Describe Phenomena Before Crack Initiation[J].Nuclear Engineering and Design,1981,64(2):233-247.
[48]LEMAITRE J,DESMORAT R.Engineering Damage Mechanics:Ductile,Creep,Fatigue and Brittle Failures[M].Berlin:Springer Press,2005.
[49]WOHUA Z,VALLIAPPAN S.Continuum Damage Mechanics Theory and Application-Part II:Application[J].International Journal of Damage Mechanics,1998,7(3):274-297.
[50]李兆霞.损伤力学及其应用[M].北京:科学出版社,2002.LI Zhao-xia.Damage Mechanics and Its Application[M].Beijing:Science Press,2002.
[51]LEMAIT J.损伤力学教程[M].倪金刚,陶春虎,译.北京:科学出版社,1996.LEMAIT J.A Course on Damage Mechanics[M].Translated by NI Jin-gang,TAO Chun-hu.Beijing:Science Press,1996.
[52]张行,赵军.金属构件应用疲劳损伤力学[M].北京:国防工业出版社,1998.ZHANG Hang,ZHAO Jun.Applied Fatigue Damage Mechanics of Metallic Structural Members[M].Beijing:National Defense Industry Press,1998.
[53]SCHIJVE J.Fatigueof Structures and Materials[M].New York:Springer,2009.
[54]刘益铭,张清华,崔闯,等.正交异性钢桥面板三维疲劳裂纹扩展数值模拟方法[J].中国公路学报,2016,29(7):89-95.LIU Yi-ming,ZHANG Qing-hua,CUI Chuang,et al.Numerical Simulation Methods for 3D Fatigue Crack Growth of Steel Orthotropic Bridge Deck[J].China Journal of Highway and Transport,2016,29(7):89-95.
[55]王春生,翟慕赛,HOUANKPO T N O,等.正交异性钢桥面板冷维护技术及评价方法[J].中国公路学报,2016,29(8):50-58.WANG Chun-sheng,ZHAI Mu-sai,HOUANKPO T N O,et al.Cold Maintenance Technique and Assessment for Orthotropic Steel Bridge Deck[J].China Journal of Highway and Transport,2016,29(8):50-58.
[56]李兆霞,王滢,吴佰建,等.桥梁结构劣化与损伤过程的多尺度分析方法及其应用[J].固体力学学报,2010,31(6):731-756.LI Zhao-xia,WANG Ying,WU Bai-jian,et al.MultiScale Modeling and Analyses on Structural Deterioration and Damage in Long-span Bridges and Its Application[J].Chinese Journal of Solid Mechanics,2010,31(6):731-756.
[57]赵超凡,李兆霞.焊接结构内部孔洞演化特征及其多尺度损伤表征[J].工程力学,2015(8):182-189.ZHAO Chao-fan,LI Zhao-xia.Evolution Characteristics of Voids With in Welded Structure and Its MultiScale Modeling[J].Engineering Mechanics,2015(8):182-189.
[58]赵秋,吴冲.U肋加劲板焊接残余应力数值模拟分析[J].工程力学,2012(8):262-268.ZHAO Qiu,WU Chong.Numerical Analysis of Welding Residual Stress of U-rib Stiffened Plate[J].Engineering Mechanics,2012(8):262-268.
[59]WANG C J,ZHANG Y L,CHEN X Y,et al.New Idea for the Weld Between Orthotropic Deck and U Rib[C]ICCET.//The 5th International Conference on Civil Engineering and Transportation(ICCET2015).Paris:Atlantis,2015:420-427.
[60]赵秋,吴冲.U肋加劲板焊接残余应力的一种简化计算方法[J].工程力学,2012(10):170-176.ZHAO Qiu,WU Chong.A Simplified Calculation Method of Welding Residual Stress of U-rib Stiffened Plates[J].Engineering Mechanics,2012(10):170-176.
[61]SIM H,UANG C,SIKORSKY C.Effects of Fabrication Procedures on Fatigue Resistance of Welded Joints in Steel Orthotropic Decks[J].Journal of Bridge Engineering,2009,14(5):366-373.
[62]韩小义.港珠澳大桥正交异性钢桥面板制作技术[J].桥梁建设,2015,45(5):105-111.HAN Xiao-yi.Manufacturing Techniques for Orthotropic Steel Deck Plates of Hong Kong-Zhuhai-Macao Bridge[J].Bridge Construction,2015,45(5):105-111.
[63]车平,李军平,张梁,等.大型钢桥梁正交异性桥面板制作工艺研究[J].钢结构,2014,29(12):53-57.CHE Ping,LI Jun-ping,ZHANG Liang,et al.Study on Fabrication Technique of Large Steel Bridge Deck[J].Steel Construction,2014,29(12):53-57.
[64]阚炳学,李国安.正交异性桥面板单元焊接工艺及变形控制[J].焊接技术,2008,37(3):51-53.KAN Bing-xue,LI Guo-an.Welding Procedure and Deformation Control the Orthotropic Steel Deck Unit[J].Welding Technology,2008,37(3):51-53.
[65]曾志斌,史志强,史永吉.大型钢结构厚板对接焊接变形试验研究[J].中国铁道科学,2009,30(3):33-39.ZENG Zhi-bin,SHI Zhi-qiang,SHI Yong-ji.Experimental Research on Butt-welding Deformation of Thick Plates in Large Steel Structure[J].China Railway Science,2009,30(3):33-39.
[66]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.ZENG Zhi-bin.Classification and Reasons of Typical Fatigue Cracks in Orthotropic Steel Deck[J].Steel Construction,2011,26(2):9-15.
[67]JUN M,NAOKI Y,HIRONORI I.Research on Steel Fiber Reinforced Concrete Pavement on Orthotropic Steel Deck as a Countermeasure for Fatigue[C]//SEM.2008International Orthotropic Bridge Conference.Sacramento:SEM,2008:359-371.
[68]ABE T,KAWAI Y,YAMASHITA T,et al.Decreasing Effect of Stress in Orthotropic Steel Decks by SFRC Pavement with Ordinary Portland Cement and Low Shrinkage Type Mixture Material[J].Society of Civil Proceedings E1:Pavement Engineering,2015,71(2):47-62.
[69]DE JONG F B P,KOLSTEIN M H.Strengthening a Bridge Deck with High Performance Concrete[C]//SEM.2004International Orthotropic Bridge Conference.Sacramento:SEM,2004:263-273.
[70]丁庆军,张峰,林青,等.轻质混凝土钢桥面铺装研究与应用[J].中外公路,2006,26(4):188-190.DING Qing-jun,ZHANG Feng,LIN Qing,et al.Research and Application of Steel Bridge Pavement with Light-weight Concrete[J].Journal of China and Foreign Highway,2006,26(4):188-190.
[71]王春生,段兰.高性能钢桥研究新进展[C]//中国土木工程学会桥梁及结构工程分会.第十九届全国桥梁学术会议论文集.北京:人民交通出版社,2010:184-191.WANG Chun-sheng,DUAN Lan.Research Progress of High Performance Steel Bridge[C]//Branch of Bridge and Structural Engineering of Civil Engineering Society of China.The 19th National Academic Conference on Bridge.Beijing:China Communications Press,2010:184-191.
[72]王春生,常全禄,翟晓亮,等.管翼缘组合梁桥设计与结构分析[J].钢结构,2015,30(6):17-21.WANG Chun-sheng,CHANG Quan-lu,ZHAI Xiaoliang,et al.Design and Structural Analysis of Tubular Flange Composite Girder Bridge[J].Steel Construction,2015,30(6):17-21.
[73]LAMINE D,PIERRE M,FERNANDA G,et al.Use of UHPFRC Overlay to Reduce Stresses in Orthotropic Steel Decks[J].Journal of Constructional Steel Research,2013,89:30-41.
[74]邵旭东,曹君辉,易笃韬,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 Xu-dong,CAO Jun-hui,YI Du-tao,et al.Research on Basic Performance of Composite Bridge Deck System with Orthotropic Steel Deck and Thin PRC Layer[J].China Journal of Highway and Transport,2012,25(2):40-45.
[75]李嘉,冯啸天,邵旭东,等.正交异性钢桥面-RPC薄层组合铺装体系研究[J].湖南大学学报:自然科学版,2012,39(12):7-12.LI Jia,FENG Xiao-tian,SHAO Xu-dong,et al.Research on Composite Paving System with Orthotropic Steel Deck and Thin RPC Layer[J].Journal of Hunan University:Natural Sciences,2012,39(12):7-12.
[76]陈斌,邵旭东,曹君辉.正交异性钢桥面疲劳开裂研究[J].工程力学,2012,29(12):170-174.CHEN Bin,SHAO Xu-dong,CAO Jun-hui.Study of Fatigue Cracking for Orthotropic Steel Bridge Deck[J].Engineering Mechanics,2012,29(12):170-174.
[77]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].Journal of Bridge Engineering,2013,18(5):417-428.
[78]李嘉,冯啸天,邵旭东,等.STC钢桥面铺装新体系的力学计算与实桥试验对比分析[J].中国公路学报,2014,27(3):39-44,50.LI Jia,FENG Xiao-tian,SHAO Xu-dong,et al.Comparison of Mechanical Calculation and Actual Test for New STC Steel Bridge Paving System[J].China Journal of Highway and Transport,2014,27(3):39-44,50.
[79]丁楠,邵旭东.轻型组合桥面板的疲劳性能研究[J].土木工程学报,2015,48(1):74-81.DING Nan,SHAO Xu-dong.Study on Fatigue Performance of Light-weighted Composite Bridge Deck[J].China Civil Engineering Journal,2015,48(1):74-81.
[80]WOLCHUK R.Prefabricating Standard Orthotropic Steel Decks[J].Modern Steel Construction,2006,12:49-51.
[81]邓文中.正交异性板的一个新构思[J].桥梁,2007(4):43-50.DENG Wen-zhong.A New Conception for Orthotropic Steel Deck[J].Bridge,2007(4):43-50.
[82]陈华婷,迟啸起,黄艳.正交异性板纵肋-盖板连接的疲劳应力对比分析[J].桥梁建设,2012,42(6):22-26.CHEN Hua-ting,CHI Xiao-qi,HUANG Yan.Comparative Analysis of Fatigue Stress in Longitudinal Rib and Cover Plate Joinsts of Orthotropic Steel Deck Plate[J].Bridge Construction,2012,42(6):22-26.
[83]JUNG F,MANSPERGER T.The Ortho-compositeslab of the Elbebridge Wittenberge[C]//NETHERCOT D A.IABSE Madrid Symposium:Engineering for Progress,Nature and People.Zurich:IABSE Symposium Report,2014:1186-1191.
[84]张清华,郭伟峰,崔闯,等.新型大纵肋正交异性钢-混凝土组合桥面板疲劳特性研究[J].公路,2015(12):71-77.ZHANG Qing-hua,GUO Wei-feng,CUI Chuang,et al.Research on Fatigue Features of New Large Longitudinal Rib Steel-concrete Composite Orthotropic Deck[J].Highway,2015(12):71-77.
[85]张清华,卜一之,崔闯.把脉正交异性钢桥面板疲劳“顽疾”——港珠澳大桥正交异性钢桥面板设计研究[J].桥梁,2015(6):58-62.ZHANG Qing-hua,BU Yi-zhi,CUI Chuang.To Diagnose the Chronic Disease of Orthotropic Steel Bridge Deck’s Fatigue Problem—The Design Research of Orthotropic Steel Bridge Deck of Hong Kong-ZhuhaiMacao Bridge[J].Bridge,2015(6):58-62.
[86]占玉林,赵人达,毛学明,等.钢-混凝土组合桥面板试验研究与理论分析[J].西南交通大学学报,2006,41(3):360-365.ZHAN Yu-lin,ZHAO Ren-da,MAO Xue-ming,et al.Experimental Research and Theoretical Analysis of Working Performance of Steel Concrete Composite Deck[J].Journal of Southwest Jiaotong University,2006,41(3):360-365.
[87]杨勇,祝刚,周丕健,等.钢板-混凝土组合桥面板受力性能与设计方法研究[J].土木工程学报,2009,42(12):135-141.YANG Yong,ZHU Gang,ZHOU Pi-jian,et al.Experimental Study on the Mechanical and Design Method of Plain Steel Plate and Concrete Composite Bridge Decks[J].China Civil Engineering Journal,2009,42(12):135-141.
[88]郭敏,张静,任伟新.波形钢-混凝土组合桥面板受力性能研究[J].世界桥梁,2016,44(3):73-77.GUO Min,ZHANG Jing,REN Wei-xin.Study of Load Bearing Capacity of Corrugated Steel-concrete Composite Bridge Deck[J].World Bridges,2016,44(3):73-77.
[89]苏庆田,田乐,曾明根,等.正交异性折形钢板-混凝土组合桥面板基本性能研究[J].工程力学,2016,33(增):138-142.SU Qing-tian,TIAN Le,ZENG Ming-gen,et al.Research on Basic Performance of Composite Bridge Decks with Orthotropic Corrugated Steel Plates and Concrete[J].Engineering Mechanics,2016,33(S):138-142.
[90]CHOI J H,KIM D H.Stress Characteristics and Fatigue Crack Behaviour of the Longitudinal Rib-tocross Beam Joints in an Orthotropic Steel Deck[J].Advances in Structural Engineering,2008,11(2):189-198.
[91]PELL R A,BEAVER P W,MANN J Y,et al.Fatigue of Thick Section Cold-expanded Holes with and Without Cracks[J].Fatigue&Fracture of Engineering Materials&Structures,1989,12(6):553-567.
[92]YUANZHOU Z,JI B,FU Z,et al.Local Stress Variation in Welded Joints by ICR Treatment[J].Journal of Constructional Steel Research,2016(120):45-51.
[93]JONG F B P.Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks[D].Delft:Delft University of Technology,2006.
[94]AKIKO T,YASUMOTO A,MASAFUMI H,et al.Study on Improvement of the Fatigue Durability by Filling of Mortar in U-shaped Rib of Orthotropic Steel Deck[J].Journal of Structural Engineering A,2010,56:1356-1369.
[95]WANG C S,OU C Y,ZHAI M S,et al.Cold Retrofit Method Study for Fatigue Cracking of Steel Bridge[C]//NETHERCOT D A.IABSE Conference—Structural Engineering:Providing Solutions to Global Challenges.Zurich:IABSE Symposium Report,2015:105(23):1-8.
[2]TSAKOPOULOS P A,FISHER J W.Full-scale Fatigue Tests of Steel Orthotropic Decks for the Williamsburg Bridge[J].Journal of Bridge Engineering,2003,8(5):323-333.
[3]孟凡超,张清华,苏权科,等.正交异性钢桥面板抗疲劳关键技术[M].北京:人民交通出版社,2014MENG Fan-chao,ZHANG Qing-hua,SU Quan-ke,et al.The Anti-fatigue Key Technology of Orthotropic Steel Decks[M].Beijing:China Communications Press,2014.
[4]陶晓燕.正交异性钢桥面板节段模型疲劳性能试验研究[J].中国铁道科学,2013,34(4):22-26.TAO Xiao-yan.Experimental Study on the Fatigue Performance of the Section Model of Orthotropic Steel Bridge Deck[J].China Railway Science,2013,34(4):22-26.
[5]王春生,付炳宁,张芹,等.正交异性钢桥面板足尺疲劳试验[J].中国公路学报,2013,26(2):69-76.WANG Chun-sheng,FU Bing-ning,ZHANG Qin,et al.Fatigue Test on Full-scale Orthotropic Steel Bridge Deck[J].China Journal of Highway and Transport,2013,26(2):69-76.
[6]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.ZHANG Qing-hua,CUI Chuang,BU Yi-zhi,et al.Study on Fatigue Features of Orthotropic Decks in Steel Box Girder of the Hong Kong-Zhuhai-Macao Bridge[J].China Civil Engineering Journal,2014,47(9):110-119.
[7]ZHANG Q H,CUI C,BU Y Z,et al.Fatigue Tests and Fatigue Assessment Approaches for Rib-to-Diaphragm in Steel Orthotropic Decks[J].Journal of Constructional Steel Research,2015,114:110-118.
[8]LIU R,LIU Y Q,JI B H,et al.Hot Spot Stress Analysis on Rib-deck Welded Joint in Orthotropic Steel Decks[J].Journal of Constructional Steel Research,2014,97:1-9.
[9]MUSTAFA A,MOHAMMAD A,SHOTA U.Modelling and Fatigue Life Assessment of Orthotropic Bridge Deck Details Using FEM[J].International Journal of Fatigue,2012,40:129-142.
[10]LIU R,JI B H,WANG M M,et al.Numerical Evaluation of Toe-deck Fatigue in Orthotropic Steel Bridge Deck[J].Journal of Performance of Constructed Facilities,2015,29(6):1-10.
[11]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.
[12]PIETRO C,DANIELE P.Fatigue Behavior of Stiffener to Cross Beam Joints in Orthotropic Steel Decks[C]//PAPUGA J,RU7)ˇZIˇCKA M.The 3rd International Conference on Material and Component Performance under Variable Amplitude Loading.Amsterdam:Elsevier,2015:101-108.
[13]CHOI J H,KIM D H.Stress Characteristics and Fatigue Crack Behavior of the Longitudinal Rib-to-cross Beam Joints in an Orthotropic Steel Deck[J].Advances in Structural Engineering,2008,2(11):189-198.
[14]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.ZHU Jin-song,GUO Yao-hua.Numerical Simulation on Fatigue Crack Growth of Orthotropic Steel Highway Bridge Deck[J].Journal of Vibration and Shock,2014,33(14):40-47.
[15]顾萍,周聪.铁路正交异性钢桥面板典型疲劳裂纹寿命估算[J].铁道学报,2012,34(1):97-102.GU Ping,ZHOU Cong.Estimation of Fatigue Life of Typical Fatigue Cracks of Orthotropic Steel Decks of Railway Bridges[J].Journal of the China Railway Society,2012,34(1):97-102.
[16]BS 5400:1980,Part10:Code of Practice for Fatigue[S].
[17]AASHTO LRFD:2004,Bridge Design Specifications[S].
[18]CONNOR R J,FISHER J W.Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-web Connections in Steel Orthotropic Bridge Decks[J].Journal of Bridge Engineering,2006,11(5):517-525.
[19]KLOSTEIN M H.Fatigue Classification of Welded Joints in Orthotropic Steel Bridge Decks[D].Netherlands:Delft University of Technology,2007.
[20]BS EN 1993-1-9:2005,Eurocode 3:Design of Steel Structures,Part1-9:Fatigue Strength of Steel Structures[S].
[21]Japan Road Association,2002,the Road Bridge Specifications:Explanation[S].
[22]JTG D64—2015,公路钢结构桥梁设计规范[S].JTG D64—2015,Highway Steel Bridge Design Code[S].
[23]CONNOR R,FISHER J,GATTI W,et al.Manual for Design,Construction,and Maintenance of Orthotropic Steel Deck Bridges[R].Washington DC:US Department of Transportation,2012.
[24]HOBBACHER A.Recommendations for Fatigue Design of Welded Joints and Components[M].2nd ed.Paris:Springer,2007.
[25]王斌华,吕彭民,邵雨虹.正交异性钢桥面板隔板与U肋连接热点应力分析[J].长安大学学报:自然科学版,2013,33(5):57-63.WANG Bin-hua,LU Peng-min,SHAO Yu-hong.Analysis of Diaphragm-U Rib Welded Connection in Orthotropic Steel Deck,Using Hot Spot Stress Approach[J].Journal of Chang’an University:Natural Science Edition,2013,33(5):57-63.
[26]DNV-RP-C203,2006,Fatigue Design of Offshore Steel Structure[S].
[27]LOTSBERG I,SIGURDSSON G.Hot Spot Stress SN Curve for Fatigue Analysis of Plated Structures[J].Journal of Offshore Mechanics and Arctic Engineering,2006,128(11):330-336.
[28]KANG S W,KIM W S.A Proposed S-N Curve for Welded Ship Structures[J].Welding Journal,2003,82(7):161-168.
[29]BHARGAVA A.Fatigue Analysis of Steel Bridge Detail:Hot Spot Stress Approach[D].Washington DC:the George Washington University,2010.
[30]DONG P.A Robust Structural Stress Procedure for Characterizing Fatigue Behavior of Welded Joints[R].Detroit:SAE Technical Paper Press,2001.
[31]DONG P,PRAGER M,OSAGE D.The Design Master S-N Curve in Asme Div 2Rewrite and Its Validations[J].Welding in the World,2007,51(5/6):53-63.
[32]DONG P,HONG J K.The Master S-N Curve Approach to Fatigue of Vessel and Piping Welds[J].Welding in the World,2004,48(1/2):28-36.
[33]DONG P,HONG J K.Analysis of Recent Fatigue Data Using the Structural Stress Procedure in ASME Div 2Rewrite[J].Journal of Pressure Vessel Technology,2007,129:355-362.
[34]崔闯,刘益铭,廖贵星,等.正交异性钢桥面板焊接接头疲劳评估方法[J].西南交通大学学报,2015,50(6):1011-1017.CUI Chuang,LIU Yi-ming,LIAO Gui-xing,et al.Fatigue Evaluation Approach of Weld Joints on Steel Orthotropic Bridge Deck[J].Journal of Southwest Jiaotong University,2015,50(6):1011-1017.
[35]NEUBER H.Kerbspannungslehre[M].Berlin:Springer,2001.
[36]FRICKE W.Notch Stress Concepts for the Fatigue Assessment of Welded Joints:Background and Applications[J].International Journal of Fatigue,2012,34(1):2-16.
[37]PARIS P C,ERDOGAN F.A Critical Analysis of Crack Propagation Laws[J].Journal of Fluids Engineering,1963,85(4):528-533.
[38]FISHER J W.Fatigue and Fracture in Steel Bridges,Case Studies[M].New York:John Wiley&Sons,1984.
[39]王春生.铆接钢桥剩余寿命与使用安全评估[M].上海:同济大学出版社,2007.WANG Chun-sheng.Assessment of Remaining Fatigue Life and Service Safety for Riveted Steel Bridges[M].Shanghai:Tongji University Press,2007.
[40]MARIGO J.Modelling of Brittle and Fatigue Damage for Elastic Material by Growth of Microvoids[J].Engineering Fracture Mechanics,1985,21(4):861-874.
[41]LI Z X,CHAN T H T,KO J M.Fatigue Damage Model for Bridge Under Traffic Loading:Application Made to Tsing Ma Bridge[J].Theoretical and Applied Fracture Mechanics,2001,35(1):81-91.
[42]余天庆,钱济成.损伤理论及其应用[M].北京:国防工业出版社,1993.YU Tian-qing,QIAN Ji-cheng.Damage Theory and Its Application[M].Beijing:National Defense Industry Press,1993.
[43]LI Z X,CHAN T H T,KO J M.Fatigue Analysis and Life Prediction of Bridges with Structural Health Monitoring Data—Part I:Methodology and Strategy[J].International Journal of Fatigue,2001,23(1):45-53.
[44]CHAN T H T,LI Z X,KO J M.Fatigue Analysis and Life Prediction of Bridges with Structural Health Monitoring Data—PartⅡ:Application[J].International Journal of Fatigue,2001,23(1):55-64.
[45]黄云.基于损伤力学的正交异性板疲劳裂纹形成寿命研究[D].成都:西南交通大学,2013.HUANG Yun.Fatigue Crack Initiation Life Prediction of Orthotropic Steel Decks Based on Damage Mechanics[D].Chengdu:Southwest Jiaotong University,2013.
[46]万志强.应用损伤力学研究钢桥的疲劳破坏[D].重庆:重庆交通大学,2012.WAN Zhi-qiang.Application of Damage Mechanics on the Fatigue Damage of Steel Bridge[D].Chongqing:Chongqing Jiaotong University,2012.
[47]CHABOCHE J L.Continuous Damage Mechanics—A Tool to Describe Phenomena Before Crack Initiation[J].Nuclear Engineering and Design,1981,64(2):233-247.
[48]LEMAITRE J,DESMORAT R.Engineering Damage Mechanics:Ductile,Creep,Fatigue and Brittle Failures[M].Berlin:Springer Press,2005.
[49]WOHUA Z,VALLIAPPAN S.Continuum Damage Mechanics Theory and Application-Part II:Application[J].International Journal of Damage Mechanics,1998,7(3):274-297.
[50]李兆霞.损伤力学及其应用[M].北京:科学出版社,2002.LI Zhao-xia.Damage Mechanics and Its Application[M].Beijing:Science Press,2002.
[51]LEMAIT J.损伤力学教程[M].倪金刚,陶春虎,译.北京:科学出版社,1996.LEMAIT J.A Course on Damage Mechanics[M].Translated by NI Jin-gang,TAO Chun-hu.Beijing:Science Press,1996.
[52]张行,赵军.金属构件应用疲劳损伤力学[M].北京:国防工业出版社,1998.ZHANG Hang,ZHAO Jun.Applied Fatigue Damage Mechanics of Metallic Structural Members[M].Beijing:National Defense Industry Press,1998.
[53]SCHIJVE J.Fatigueof Structures and Materials[M].New York:Springer,2009.
[54]刘益铭,张清华,崔闯,等.正交异性钢桥面板三维疲劳裂纹扩展数值模拟方法[J].中国公路学报,2016,29(7):89-95.LIU Yi-ming,ZHANG Qing-hua,CUI Chuang,et al.Numerical Simulation Methods for 3D Fatigue Crack Growth of Steel Orthotropic Bridge Deck[J].China Journal of Highway and Transport,2016,29(7):89-95.
[55]王春生,翟慕赛,HOUANKPO T N O,等.正交异性钢桥面板冷维护技术及评价方法[J].中国公路学报,2016,29(8):50-58.WANG Chun-sheng,ZHAI Mu-sai,HOUANKPO T N O,et al.Cold Maintenance Technique and Assessment for Orthotropic Steel Bridge Deck[J].China Journal of Highway and Transport,2016,29(8):50-58.
[56]李兆霞,王滢,吴佰建,等.桥梁结构劣化与损伤过程的多尺度分析方法及其应用[J].固体力学学报,2010,31(6):731-756.LI Zhao-xia,WANG Ying,WU Bai-jian,et al.MultiScale Modeling and Analyses on Structural Deterioration and Damage in Long-span Bridges and Its Application[J].Chinese Journal of Solid Mechanics,2010,31(6):731-756.
[57]赵超凡,李兆霞.焊接结构内部孔洞演化特征及其多尺度损伤表征[J].工程力学,2015(8):182-189.ZHAO Chao-fan,LI Zhao-xia.Evolution Characteristics of Voids With in Welded Structure and Its MultiScale Modeling[J].Engineering Mechanics,2015(8):182-189.
[58]赵秋,吴冲.U肋加劲板焊接残余应力数值模拟分析[J].工程力学,2012(8):262-268.ZHAO Qiu,WU Chong.Numerical Analysis of Welding Residual Stress of U-rib Stiffened Plate[J].Engineering Mechanics,2012(8):262-268.
[59]WANG C J,ZHANG Y L,CHEN X Y,et al.New Idea for the Weld Between Orthotropic Deck and U Rib[C]ICCET.//The 5th International Conference on Civil Engineering and Transportation(ICCET2015).Paris:Atlantis,2015:420-427.
[60]赵秋,吴冲.U肋加劲板焊接残余应力的一种简化计算方法[J].工程力学,2012(10):170-176.ZHAO Qiu,WU Chong.A Simplified Calculation Method of Welding Residual Stress of U-rib Stiffened Plates[J].Engineering Mechanics,2012(10):170-176.
[61]SIM H,UANG C,SIKORSKY C.Effects of Fabrication Procedures on Fatigue Resistance of Welded Joints in Steel Orthotropic Decks[J].Journal of Bridge Engineering,2009,14(5):366-373.
[62]韩小义.港珠澳大桥正交异性钢桥面板制作技术[J].桥梁建设,2015,45(5):105-111.HAN Xiao-yi.Manufacturing Techniques for Orthotropic Steel Deck Plates of Hong Kong-Zhuhai-Macao Bridge[J].Bridge Construction,2015,45(5):105-111.
[63]车平,李军平,张梁,等.大型钢桥梁正交异性桥面板制作工艺研究[J].钢结构,2014,29(12):53-57.CHE Ping,LI Jun-ping,ZHANG Liang,et al.Study on Fabrication Technique of Large Steel Bridge Deck[J].Steel Construction,2014,29(12):53-57.
[64]阚炳学,李国安.正交异性桥面板单元焊接工艺及变形控制[J].焊接技术,2008,37(3):51-53.KAN Bing-xue,LI Guo-an.Welding Procedure and Deformation Control the Orthotropic Steel Deck Unit[J].Welding Technology,2008,37(3):51-53.
[65]曾志斌,史志强,史永吉.大型钢结构厚板对接焊接变形试验研究[J].中国铁道科学,2009,30(3):33-39.ZENG Zhi-bin,SHI Zhi-qiang,SHI Yong-ji.Experimental Research on Butt-welding Deformation of Thick Plates in Large Steel Structure[J].China Railway Science,2009,30(3):33-39.
[66]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.ZENG Zhi-bin.Classification and Reasons of Typical Fatigue Cracks in Orthotropic Steel Deck[J].Steel Construction,2011,26(2):9-15.
[67]JUN M,NAOKI Y,HIRONORI I.Research on Steel Fiber Reinforced Concrete Pavement on Orthotropic Steel Deck as a Countermeasure for Fatigue[C]//SEM.2008International Orthotropic Bridge Conference.Sacramento:SEM,2008:359-371.
[68]ABE T,KAWAI Y,YAMASHITA T,et al.Decreasing Effect of Stress in Orthotropic Steel Decks by SFRC Pavement with Ordinary Portland Cement and Low Shrinkage Type Mixture Material[J].Society of Civil Proceedings E1:Pavement Engineering,2015,71(2):47-62.
[69]DE JONG F B P,KOLSTEIN M H.Strengthening a Bridge Deck with High Performance Concrete[C]//SEM.2004International Orthotropic Bridge Conference.Sacramento:SEM,2004:263-273.
[70]丁庆军,张峰,林青,等.轻质混凝土钢桥面铺装研究与应用[J].中外公路,2006,26(4):188-190.DING Qing-jun,ZHANG Feng,LIN Qing,et al.Research and Application of Steel Bridge Pavement with Light-weight Concrete[J].Journal of China and Foreign Highway,2006,26(4):188-190.
[71]王春生,段兰.高性能钢桥研究新进展[C]//中国土木工程学会桥梁及结构工程分会.第十九届全国桥梁学术会议论文集.北京:人民交通出版社,2010:184-191.WANG Chun-sheng,DUAN Lan.Research Progress of High Performance Steel Bridge[C]//Branch of Bridge and Structural Engineering of Civil Engineering Society of China.The 19th National Academic Conference on Bridge.Beijing:China Communications Press,2010:184-191.
[72]王春生,常全禄,翟晓亮,等.管翼缘组合梁桥设计与结构分析[J].钢结构,2015,30(6):17-21.WANG Chun-sheng,CHANG Quan-lu,ZHAI Xiaoliang,et al.Design and Structural Analysis of Tubular Flange Composite Girder Bridge[J].Steel Construction,2015,30(6):17-21.
[73]LAMINE D,PIERRE M,FERNANDA G,et al.Use of UHPFRC Overlay to Reduce Stresses in Orthotropic Steel Decks[J].Journal of Constructional Steel Research,2013,89:30-41.
[74]邵旭东,曹君辉,易笃韬,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 Xu-dong,CAO Jun-hui,YI Du-tao,et al.Research on Basic Performance of Composite Bridge Deck System with Orthotropic Steel Deck and Thin PRC Layer[J].China Journal of Highway and Transport,2012,25(2):40-45.
[75]李嘉,冯啸天,邵旭东,等.正交异性钢桥面-RPC薄层组合铺装体系研究[J].湖南大学学报:自然科学版,2012,39(12):7-12.LI Jia,FENG Xiao-tian,SHAO Xu-dong,et al.Research on Composite Paving System with Orthotropic Steel Deck and Thin RPC Layer[J].Journal of Hunan University:Natural Sciences,2012,39(12):7-12.
[76]陈斌,邵旭东,曹君辉.正交异性钢桥面疲劳开裂研究[J].工程力学,2012,29(12):170-174.CHEN Bin,SHAO Xu-dong,CAO Jun-hui.Study of Fatigue Cracking for Orthotropic Steel Bridge Deck[J].Engineering Mechanics,2012,29(12):170-174.
[77]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].Journal of Bridge Engineering,2013,18(5):417-428.
[78]李嘉,冯啸天,邵旭东,等.STC钢桥面铺装新体系的力学计算与实桥试验对比分析[J].中国公路学报,2014,27(3):39-44,50.LI Jia,FENG Xiao-tian,SHAO Xu-dong,et al.Comparison of Mechanical Calculation and Actual Test for New STC Steel Bridge Paving System[J].China Journal of Highway and Transport,2014,27(3):39-44,50.
[79]丁楠,邵旭东.轻型组合桥面板的疲劳性能研究[J].土木工程学报,2015,48(1):74-81.DING Nan,SHAO Xu-dong.Study on Fatigue Performance of Light-weighted Composite Bridge Deck[J].China Civil Engineering Journal,2015,48(1):74-81.
[80]WOLCHUK R.Prefabricating Standard Orthotropic Steel Decks[J].Modern Steel Construction,2006,12:49-51.
[81]邓文中.正交异性板的一个新构思[J].桥梁,2007(4):43-50.DENG Wen-zhong.A New Conception for Orthotropic Steel Deck[J].Bridge,2007(4):43-50.
[82]陈华婷,迟啸起,黄艳.正交异性板纵肋-盖板连接的疲劳应力对比分析[J].桥梁建设,2012,42(6):22-26.CHEN Hua-ting,CHI Xiao-qi,HUANG Yan.Comparative Analysis of Fatigue Stress in Longitudinal Rib and Cover Plate Joinsts of Orthotropic Steel Deck Plate[J].Bridge Construction,2012,42(6):22-26.
[83]JUNG F,MANSPERGER T.The Ortho-compositeslab of the Elbebridge Wittenberge[C]//NETHERCOT D A.IABSE Madrid Symposium:Engineering for Progress,Nature and People.Zurich:IABSE Symposium Report,2014:1186-1191.
[84]张清华,郭伟峰,崔闯,等.新型大纵肋正交异性钢-混凝土组合桥面板疲劳特性研究[J].公路,2015(12):71-77.ZHANG Qing-hua,GUO Wei-feng,CUI Chuang,et al.Research on Fatigue Features of New Large Longitudinal Rib Steel-concrete Composite Orthotropic Deck[J].Highway,2015(12):71-77.
[85]张清华,卜一之,崔闯.把脉正交异性钢桥面板疲劳“顽疾”——港珠澳大桥正交异性钢桥面板设计研究[J].桥梁,2015(6):58-62.ZHANG Qing-hua,BU Yi-zhi,CUI Chuang.To Diagnose the Chronic Disease of Orthotropic Steel Bridge Deck’s Fatigue Problem—The Design Research of Orthotropic Steel Bridge Deck of Hong Kong-ZhuhaiMacao Bridge[J].Bridge,2015(6):58-62.
[86]占玉林,赵人达,毛学明,等.钢-混凝土组合桥面板试验研究与理论分析[J].西南交通大学学报,2006,41(3):360-365.ZHAN Yu-lin,ZHAO Ren-da,MAO Xue-ming,et al.Experimental Research and Theoretical Analysis of Working Performance of Steel Concrete Composite Deck[J].Journal of Southwest Jiaotong University,2006,41(3):360-365.
[87]杨勇,祝刚,周丕健,等.钢板-混凝土组合桥面板受力性能与设计方法研究[J].土木工程学报,2009,42(12):135-141.YANG Yong,ZHU Gang,ZHOU Pi-jian,et al.Experimental Study on the Mechanical and Design Method of Plain Steel Plate and Concrete Composite Bridge Decks[J].China Civil Engineering Journal,2009,42(12):135-141.
[88]郭敏,张静,任伟新.波形钢-混凝土组合桥面板受力性能研究[J].世界桥梁,2016,44(3):73-77.GUO Min,ZHANG Jing,REN Wei-xin.Study of Load Bearing Capacity of Corrugated Steel-concrete Composite Bridge Deck[J].World Bridges,2016,44(3):73-77.
[89]苏庆田,田乐,曾明根,等.正交异性折形钢板-混凝土组合桥面板基本性能研究[J].工程力学,2016,33(增):138-142.SU Qing-tian,TIAN Le,ZENG Ming-gen,et al.Research on Basic Performance of Composite Bridge Decks with Orthotropic Corrugated Steel Plates and Concrete[J].Engineering Mechanics,2016,33(S):138-142.
[90]CHOI J H,KIM D H.Stress Characteristics and Fatigue Crack Behaviour of the Longitudinal Rib-tocross Beam Joints in an Orthotropic Steel Deck[J].Advances in Structural Engineering,2008,11(2):189-198.
[91]PELL R A,BEAVER P W,MANN J Y,et al.Fatigue of Thick Section Cold-expanded Holes with and Without Cracks[J].Fatigue&Fracture of Engineering Materials&Structures,1989,12(6):553-567.
[92]YUANZHOU Z,JI B,FU Z,et al.Local Stress Variation in Welded Joints by ICR Treatment[J].Journal of Constructional Steel Research,2016(120):45-51.
[93]JONG F B P.Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks[D].Delft:Delft University of Technology,2006.
[94]AKIKO T,YASUMOTO A,MASAFUMI H,et al.Study on Improvement of the Fatigue Durability by Filling of Mortar in U-shaped Rib of Orthotropic Steel Deck[J].Journal of Structural Engineering A,2010,56:1356-1369.
[95]WANG C S,OU C Y,ZHAI M S,et al.Cold Retrofit Method Study for Fatigue Cracking of Steel Bridge[C]//NETHERCOT D A.IABSE Conference—Structural Engineering:Providing Solutions to Global Challenges.Zurich:IABSE Symposium Report,2015:105(23):1-8.