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

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

彭洋¹,
童乐为Zhao Xiao-Ling¹,

1.
1. 同济大学建筑工程系,上海200092;
2.
2. Monash 大学土木系,墨尔本3800,澳大利亚

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
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- 文章访问数: 74
- HTML全文浏览量: 8
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- 被引次数: 0
出版历程
- 收稿日期: 2010-03-20
- 刊出日期: 2010-09-20

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

1.
1. Department of Building Engineering,Tongji University,Shanghai 200092,China;
2.
2. Department of Civil Engineering,Monash University,Melbourne3800,Australia

摘要

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。
- 管桁架 /
- 铸钢件-钢管焊接节点 /
- 疲劳强度 /
- 应用与研究
Abstract: Welded tubular joints are often used as the main structural components in road and railway infrastructure, offshore platforms and supporting frames of wind turbines,where fatigue is a major concern. Cast-steel joints become an attractive solution to fatigue problems in tubular trusses. The fatigue behaviour of welded cast steel to hot-rolled tubes is the key research focus. This paper provides a summary of the application of welded cast steel joints,the material properties of cast steel and recent development in fatigue behaviour of welded cast steel joint. Future directions are pointed out for this research field in order to promote the application and design of such innovative joints in China.
- tubular trusses /
- cast steel-tube welded joints /
- fatigue strength /
- application and research

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参考文献(39)

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.

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