中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊
JST China收录期刊
中国建筑科学领域高质量科技期刊分级目录

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

钢管桁架结构铸钢焊接节点疲劳性能研究进展

彭洋 童乐为Zhao Xiao-Ling

彭洋, 童乐为Zhao Xiao-Ling, . 钢管桁架结构铸钢焊接节点疲劳性能研究进展[J]. 工业建筑, 2010, 40(9): 105-109,110. doi: 10.13204/j.gyjz201009027
引用本文: 彭洋, 童乐为Zhao Xiao-Ling, . 钢管桁架结构铸钢焊接节点疲劳性能研究进展[J]. 工业建筑, 2010, 40(9): 105-109,110. doi: 10.13204/j.gyjz201009027
Peng Yang, Tong Lewei, Zhao Xiao-Ling. RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 105-109,110. doi: 10.13204/j.gyjz201009027
Citation: Peng Yang, Tong Lewei, Zhao Xiao-Ling. RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 105-109,110. doi: 10.13204/j.gyjz201009027

钢管桁架结构铸钢焊接节点疲劳性能研究进展

doi: 10.13204/j.gyjz201009027
详细信息
    作者简介:

    彭洋,男,1981年出生,博士研究生。E-mail:py5544@yahoo.com.cn

  • 中图分类号: TU392.3

RESEARCH DEVELOPMENTS IN FATIGUE BEHAVIOUR OF WELDED CAST STEEL JOINTS IN TUBULAR TRUSSES

  • 摘要: 空间钢管桁架经常需要采用铸钢件来解决复杂节点的焊接问题。在桥梁、海洋石油平台、风力发动机塔架等疲劳荷载起控制作用的结构中,铸钢件-热轧钢管之间的焊接疲劳性能是需要特别关注的问题。详细介绍国际上铸钢焊接节点在工程的应用、铸钢件材料以及与钢管焊接节点的疲劳性能的研究进展,对一些相关问题进行讨论,指出铸钢焊接节点需要进一步研究的疲劳问题,以期促进我国铸钢焊接节点的工程应用和设计。
  • Schlaich J,Schober H.Rohrknoten aus Stahlguss ( Fortsetzungaus Heft 8 /99 und Schluss) [J].Stahlbau,1999,68 ( 8 ):734-752.
    [2] 刘锡良,林彦.铸钢节点的工程应用与研究[J].建筑钢结构进展,2004,6(1):12-19.
    [3] 郑鸿志,童乐为,陈以一,等.哈尔滨会展体育中心屋架铸钢节点性能研究[J].工业建筑,2005,35(11):35-38.
    [4] Schober H.Cast Steel Joints for Tubular Structures [C]/ /Proceeding of the 10th International Symposium TubularStructure.Madrid:2003:143-152.
    [5] Mang F,Herion S.Guss im Bauwesen,Stahlbau Kalender[M].Ernst & Sohn (Wiley),2001.
    [6] CECS 235∶ 2008 铸钢节点应用技术规程[S].
    [7] Ma A,Sharp J.Fatigue Design of Cast Steel Nodes in OffshoreStructures Based on Research Data[J].Proceedings of theInstitution of Civil Engineers: Water,Maritime & Energy ,1997,124:112-126.
    [8] 安文在.海上采油平台用的铸钢节点[J].王文举,译.一重技术,1991(2):69-74.
    [9] Broughton P,Hayes R,Wood A,et al.Cast Steel Nodes for theEkofisk 2 /4J Jacket[J].Proceedings of the Institution of CivilEngineers: Structures & Buildings ,1997,122: 266-280.
    [10] Broughton P,Aldridge T,Komaromy S.Steel Jacket Structuresfor the New Ekofisk Complex in the North Sea[J].Proceedingsof the Institution of Civil Engineers: Civil Engineering,1998,126: 54-64.
    [11] Angelmaier V.Stahlgu im Modernen Brckenbau [J].Stahlbau,2003,72(6):432-439.
    [12] Veselcic M,Herion S,Puthli R.Cast Steel in Tubular Bridges[C]/ /Proceeding of the 10th International Symposium TubularStructure.Madrid: 2003:135-142.
    [13] Ingenieure-Thueringen.Gro Brcken an der A73 in Thringen( Dokumentation Teil 2 ) [R].http: / /www.ingenieurethueringen.de /11akt-kammer /docs /A73_Br_T2.pdf.
    [14] 李秉南,陈娟婷,丁如珍.铸钢节点在桥梁工程中的应用[C]/ /中国公路学会桥梁和结构工程分会2006 年全国桥梁学术会议论文集.北京:人民交通出版社,2006.
    [15] 靳慧,李菁,张其林,等.铸钢节点环形对接焊缝的疲劳计算[J].同济大学学报:自然科学版,2009,37(1):20-25.
    [16] Lddecke F,Rcker W,Seidel M,et al.Tragverhalten vonStahlgussbauteilen in Offshore-Windenergie-Anlagen UnterVorwiegend Ruhender Und Nicht Ruhender Beanspruchung[J].Stahlbau,2008,77(9):639-646.
    [17] Puthli R.High Strength Steels and Cast Steel Nodes for TubularStructures-Investigations,Applications and Research results[C]/ /Proceeding of the 12th International Symposium onTubular Structure.Shanghai: 2008: 3-20.
    [18] EN 10293.Steel Casting for General Engineering Uses[S].CEN,2005.
    [19] 黄明鑫,刘晓.建筑钢结构用铸钢件设计[J].钢结构,2008,23(1):38-41.
    [20] Herion S,Veselcic M,Puthli R.Cast Steel New Standardsand Advanced Technologies[C]/ /5th International Conferenceon Advances in Steel Structures-Special Symposium on TubularStructures.Singapore:2007:149-154.
    [21] Svoboda J.Fatigue and Fracture Toughness of Five Carbon orLow Slloy Cast Steels at Room or Low Climate Temperature[R].Steel FoundersSociety of America,Research Report No.94,1982.
    [22] Health and Safety Executive.Fatigue Background GuidanceDocument.OTH 92 390 [R].Health and Safety ExecutiveBooks,1995.
    [23] DIN 1690-part 2.Technical Delivery Conditions for CastingsMade from Metallic Materials,Steel Castings; Classification intoSeverity Levels on the Basis of Non-Destructive Testing[S].Deutsche Norm,1985.
    [24] Haldimann-Sturm S: Ermdungsverhalten von Stahlgussknoten inBrcken aus Stahlhohlprofilen [D].Ecole PolytechniqueFdrale de Lausanne,Lausanne,Switzerland:2005.
    [25] Schaumann P,Keindorf C,Tomasch F.Experimentelle undNumerische Unter-Suchungen von Knotenver-Bindungen FrTripods von Offshore-Wind[J].Stahlbau,2007,76 (9):627-635.
    [26] DNV-RP-C203.Fatigue Design of Offshore Steel Structures[S].Det Norske Veritas,2005.
    [27] Andrews R.The Effect of Misalignment on the Fatigue Strength ofWelded Cruciform Joints[J].Fatigue & Fracture of EngineeringMaterials & Structures,1996,19(6):755-768.
    [28] Eurocode 3 part 1-9.Design Steel Structures,Fatigue[S].CEN,2003.
    [29] Puthli R,Herion S,Veselcic M.Fatigue of End-to-End CHSConnections,Final Report[R].CIDECT Project 7W Report,2008.
    [30] 戴为志,刘景凤.建筑钢结构焊接技术鸟巢焊接工程实践[M].北京:化学工业出版社,2008.
    [31] Sturm S,Nussbaumer A,Hirt M.Fatigue Behaviour of Cast SteelNodes in Bridge Structures[C]/ /Proceeding of the 10thInternational Symposium Tubular Structure.Madrid: 2003:357-364.
    [32] Lotsberg I.Stress Concentration Factors at Circumferential Weldsin Tubulars[J].Marine Structures,1998,11(6):207-230.
    [33] Connelly L,Zettlemoyer N.Stress Concentration at Girth Weldsof Tubulars with Axial Wall Misalignment[C]/ / Proceeding ofthe 5th International Symposium Tubular Structure.Nottingham,UK,1993:309-322.
    [34] Hobbacher A.Recommendations for Fatigue Design of WeldedJoints and Components[S].IIW-1823-07,2008.
    [35] Radaj D,Sonsino C,Fricke W.Recent Developments in LocalConcepts of Fatigue Assessment of Welded Joints [J].International Journal of Fatigue,2009,31(1): 2-11.
    [36] Hollaway L,Cadei J.Progress in the Technique of UpgradingMetallic Structures with Advanced Polymer Composites [J].Progress in Structural Engineering and Materials,2002,4(2):131-148.
    [37] Teng J G.Structural Applications of FRP Composites inConstruction[C]/ /第一届结构工程新进展国际论坛文集.北京:中国建筑工业出版社,2006.
    [38] Zhao X L, Zhang L.State of the Art Review on FRPStrengthened Steel Structures [J].Engineering Structures,2007,29(8):1808-1823.
    [39] 岳清瑞,张宁,彭福明,等.碳纤维增强复合材料(CFRP) 加固修复钢结构性能研究与工程应用[M].北京:中国建筑工业出版社,2009.
  • 加载中
计量
  • 文章访问数:  68
  • HTML全文浏览量:  6
  • PDF下载量:  132
  • 被引次数: 0
出版历程
  • 收稿日期:  2010-03-20
  • 刊出日期:  2010-09-20

目录

    /

    返回文章
    返回