THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES

Liao Feiyu; Tao Zhong

doi:10.13204/j.gyjz200904026

Volume 39 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 114-118

Liao Feiyu, Tao Zhong. THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 114-118. doi: 10.13204/j.gyjz200904026

Citation:

Liao Feiyu, Tao Zhong. THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 114-118. doi: 10.13204/j.gyjz200904026

Liao Feiyu, Tao Zhong. THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 114-118. doi: 10.13204/j.gyjz200904026

Citation:

Liao Feiyu, Tao Zhong. THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 114-118. doi: 10.13204/j.gyjz200904026

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THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES

doi: 10.13204/j.gyjz200904026

Liao Feiyu^1,2,
Tao Zhong³

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. College of Transportation,Fujian Agriculture and Forestry University,Fuzhou 350002,China;
3.
3. College of Civil Engineering,Fuzhou University,Fuzhou 350108,China

Received Date: 2008-12-20
Publish Date: 2009-04-20

Abstract

Abstract

The innovative concrete-filled stainless steel tubular(CFSST) structures combine the advantages of both stainless steel and conventional concrete-filled steel tubular(CFST) structures.Therefore,excellent structural properties and corrosion resistant can be expected,and this construction has a good potential to be used in offshore buildings and bridges,as well as other specific buildings.It is briefly reviewed the present application and research on CFSST structures.The differences of structural and fire-resistant behaviour between CFSST structures and conventional CFST structures are summarized.To better use stainless steel,further research work on CFSST structures is discussed.
- stainless steel,
- concrete filled stainless steel tube,
- behaviour,
- fire-resistance

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References(28)

References

Gardner L.The Use of Stainless Steel in Structures[J].Progress inStructural Engineering and Materials,2005,131(7):45-55;

[2] 韩林海.钢管混凝土结构--理论与实践[M].北京:科学出版社,2007;

[3] 许志豪,黄剑波.昂船洲大桥耐久性、维修和安全考虑[C]∥第十七届全国桥梁学术会议论文集.重庆:2006:46-53;

[4] Fortner B.Landmark Reinvented[J].Civil Engineering,2006,76(4):42-49;

[5] Roe W.Behaviour and Design of Concrete Filled Stainless SteelColumns[D].School of Civil,MiningEnvironmental Engineering,University of Wollongong,Australia:2006;

[6] Gjerding-Smith A.Strength and Deformation Behaviour of ShortConcrete Filled Stainless Steel Columns[D].School of CivilEnvironmental Engineering,University of NewSouth Wales,Australia:2004;

[7] Dajanovic A.Strength and Deformation Characteristics of ShortStainless Steel Concrete Filled Tubes[D].School of CivilEnvironmental Engineering,University of NewSouth Wales,Australia:2004;

[8] Asgar T.Behaviour and Design of Concrete Filled Square HollowColumns Using Stainless Steel Sections[D].School of Civil,MiningEnvironmental Engineering,University of Wollongong,Australia:2005;

[9] Ellobody E,Young B.Experimental Investigation of Concrete-FilledCold-Formed High Strength Stainless Steel Tube Columns[J].Journalof Constructional Steel Research,2006,62(5):484-492;

[10] Ellobody E,Young B.Design and Behaviour of Concrete-Filled Cold-Formed Stainless Steel Tube Columns[J].Engineering Structures,2006,28(4):716-728;

[11] Ellobody E.Nonlinear Behavior of Concrete-Filled Stainless SteelStiffened Slender Tube Columns[J].Thin-Walled Structures,2007,45(3):259-273;

[12] LamD,Wong KKY.Axial Capacity of Concrete Filled Stainless SteelColumns[C]∥Proceedings of the 2005 Structures Congress and the2005 Forensic Engineering Symposium.NewYork:2005:20-24;

[13] Young B,Lui WM.Behavior of Cold-Formed High Strength StainlessSteel Sections[J].Journal of Structural Engineering,ASCE,2005,131(11):1738-1745;

[14] Euro Inox(European Market Development Association for StainlessSteel)[M].Design Manual for Structural Stainless Steel,NickelDevelopment Institute,Toronto:2002;

[15] 李国强,韩林海,楼国彪,等.钢结构及钢-混凝土组合结构抗火设计[M].北京:中国建筑工业出版社,2006;

[16] Ramberg W,Osgood WR.Determination of Stress-Strain Curves byThree Parameters[R].Technical Note No.503,National AdvisoryCommittee on Aeronautics(NACA),1941;

[17] Rasmussen KJR.Full-Range Stress-Strain Curves for Stainless SteelAlloys[J].Journal of Constructional Steel Research,2003,59(1):47-61;

[18] Gardner L,Nethercot D A.Numerical Modelling of Cold-FormedStainless Steel Sections[C]∥NSCC 2001 Ninth Nordic SteelConstruction Conference.Helsinki,Finland:2001:781-790;

[19] Abdella K.Inversion of a Full-Range Stress-Strain Relation forStainless Steel Alloys[J].International Journal of Non-LinearMechanics,2006,41(4):456-463;

[20] Chen J,Young B.Stress-Strain Curves for Stainless Steel at ElevatedTemperatures[J].Engineering Structures,2006,28(2):229-239;

[21] Ashraf M,Gardner L,David ANethercot.Geometric Imperfections inStainless Steel Cross-Sections[C]∥Proceedings of the FourthInternational Conference on Advances in Steel Structures.Shanghai:2005:105-112;

[22] Ashraf M,Gardner L,David ANethercot.Finite Element ModellingofStructural Stainless Steel Cross-Sections[J].Thin-Walled Structures,2006,44(10):1048-1062;

[23] ASCE.Specification for the Design of Cold-Formed Stainless SteelStructural Members,SEI/ASCE8-02(Standard No.02-008)[S].American Society of Civil Engineers,NewYork:2002;

[24] Eurocode 3(EC3).Design of Steel Structures-Part 1.4:GeneralRules-Supplementary Rules for Stainless Steels[S].EuropeanCommittee for Standardization(CEN),2005;

[25] SSBJA.The Design,Construction Specifications for Stainless SteelStructures[S].Stainless Steel Building Association of Japan,1995;

[26] SABS.Structural Use of Steel(Part 4):The Design of Cold-FormedStainless Steel Structural Members[S].SABS 0162-4:1997;

[27] Standards Australia.Cold-Formed Stainless Steel Structures[S].Australian/NewZealand Standard AS/NZS 4673:2001.Sydney:2001;

[28] Han L H,Yao G H.Experimental Behaviour of Thin-Walled HollowStructural Steel(HSS)Columns Filled with Self-Consolidating Concrete(SCC)[J].Thin-Walled Structures,2004,42(9):1357-1377.

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