THE STATE OF THE ART DESIGN THEORY OF SINUSOIDAL WEB STEEL STRUCTURES

Guo Yanlin; Wang Xiaoan; Zhang Bohao; Jiang Ziqin

doi:10.13204/j.gyjz201207001

Volume 42 Issue 7

Dec. 2014

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Guo Yanlin, Wang Xiaoan, Zhang Bohao, Jiang Ziqin. THE STATE OF THE ART DESIGN THEORY OF SINUSOIDAL WEB STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 1-13,73. doi: 10.13204/j.gyjz201207001

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Guo Yanlin, Wang Xiaoan, Zhang Bohao, Jiang Ziqin. THE STATE OF THE ART DESIGN THEORY OF SINUSOIDAL WEB STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 1-13,73. doi: 10.13204/j.gyjz201207001

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THE STATE OF THE ART DESIGN THEORY OF SINUSOIDAL WEB STEEL STRUCTURES

doi: 10.13204/j.gyjz201207001

1.
Department of Civil Engineering,Tsinghua University,Beijing 100084,China

Received Date: 2012-02-25
Publish Date: 2012-07-20

Abstract

Abstract

To corporate with the promulgation of Technical Specification for Sinusoidal Web Steel Structures ( CECS290:2011 ), the main provisions in the specification and corresponding backgrounds were introduced, associatedwith the latest research progress of sinusoidal web steel structures. As it has special load-carrying mechanism, thetechnical backgrounds of design provisions for the sinusoidal web member were pointed out, covering the design ofstrength, stiffness, and stability of members and joints. More specifically, the methods for checking of sectionalstrength, local bearing strength, stability of the bearing stiffeners, shear stability of the sinusoidal webs and theoverall stability of the members were involved in this study. A simplified FE model and some simplified formulas forcalculating the deformation of the sinusoidal web members and structures were given, and a joint model fordetermining the bolt force and the thickness of the end-plate in the connections were proposed respectively. Some jointconstruction details in the specification for the sinusoidal web gabled frames were also presented. And some keyissues in the fabrication and erection of the sinusoidal web structures were discussed, including the requirements forthe rolling and welding of the members, the error control techniques and the standards for rust removal, coating andcorrosion proof, and besides, an automatic production line to fabricate the sinusoidal web members was introduced.In addition, the performance of sinusoidal steel plate shear walls, and the compression with flat steel plate shear wallsas well, were introduced briefly.

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References(50)

References

Abbas H H,Sause R,Driver R G.Behavior of Corrugated Web I-Girders Under in-Plane Loads[J].Journal of EngineeringMechanics,2006,132(8):806-814.

[2] Abbas H H,Sause R,Driver R G.Shear Strength and Stability ofHigh Performance Steel Corrugated Web Girders[C]∥Proceedings:SSRC Annual Stability Conference,StructuralStability Research Council.Missouri University of Science andTechnology,Rolla,Missouri:2002.

[3] Combault J.The Maupre Viaduct Near Charolles,France[C]∥National Steel Construction Conference.Miami Beach,Florida,USA:1988.

[4] Easley J T.Buckling Formulas for Corrugated Metal ShearDiaphragms[J].Journal of the Structural Division,1975,101(7):1403-1417.

[5] Easley J T,Mcfarland D E.Buckling of Light-Gage CorrugatedMetal Shear Diaphragms[J].Journal of the Structural Division,1969,95(ST7):1497-1516.

[6] Elgaaly M,Hamilton R W,Seshadri A.Shear Strength of Beamswith Corrugated Webs[J].Journal of Structural Engineering,1996,122(4):390-398.

[7] Elgaaly M,Seshadri A.Girders with Corrugated Webs UnderPartial Compressive Edge Loading[J].Journal of StructuralEngineering,1997,123(6):783-791.

[8] Hamilton R W.Behavior of Welded Girders with Corrugated Webs[D].Maine:University of Maine,1993.

[9] Ibrahim S A,El-Dakhakhni W W,Elgaaly M.Fatigue ofCorrugated-Web Plate Girders:Analytical Study[J].Journal ofStructural Engineering,2006,132(9):1381-1392.

[10] Korashy M,Varga J.Comparative Investigation of Fatigue Strengthof Beams with Web Plate Stiffened in the Traditional Way and byCorrugation[J].ACTA Technica.Academiae.ScientiarumHungaricae,1979,89(3/4):309-346.

[11] Aravena L,Edlund B.Buckling of Trapezoidally Corrugated Webs[C]∥ECCS Colloquium on Stability of Plates and Shells.GhentUniversity:1987.

[12] Lindner A.Grenzschubtragfhigkeit von I-trgern mit TrapezfrmigProfilierten Stegen[J].Stahlbau,1988,57(12):377-380.

[13] Luo R,Edlund B.Ultimate Strength of Girders with TrapezoidallyCorrugated Webs Under Patch Loading[J].Thin-WalledStructures,1996,24(2):135-156.

[14] Narayanan R.Plated Structures:Stability and Strength[M].London:Routledge,Applied Science Publishers,1983.

[15] Seshadri A.Bending Strength of Steel Beams with CorrugatedWebs[J].Journal of Structural Engineering,1997,123(6):772-782.

[16] Smith D A.Behavior of Corrugated Plates Subjected to Shear[D].Orono:University of Maine,1992.

[17] 李时,郭彦林.波折腹板梁抗剪性能研究[J].建筑结构学报,2001,22(6):49-54.

[18] 郭彦林,张庆林.波折腹板工形构件截面承载力设计方法[J].建筑科学与工程学报,2006(4):58-63.

[19] 郭彦林,张庆林.波折腹板工形构件翼缘稳定性能研究[J].建筑科学与工程学报,2007(4):64-69.

[20] 张庆林,郭彦林.波浪腹板工形构件设计理论及其在门式刚架结构中的应用[C]∥全国轻型钢结构技术研讨会论文集.上海:2007.

[21] 张庆林.波浪腹板工形构件稳定承载力设计方法研究[D].北京:清华大学,2008.

[22] Guo Y L,Zhang Q L,Siokola W,et al.Instability Behavior of H-Shaped Members with Sinusoidal Web[C]∥Fifth InternationalConference on Thin-Walled Structures.Brisbane,Australia:2008.

[23] 郭彦林,王小安,张庆林.波浪腹板变截面压弯构件稳定承载力设计方法和试验研究[J].工程力学,2010(9):139-146.

[24] 郭彦林,张庆林,王小安.波浪腹板梁平面外稳定承载力设计理论与试验研究[J].土木工程学报,2010(11):17-26.

[25] 郭彦林,张庆林,王小安.波浪腹板工形构件抗剪和抗弯承载力设计理论及试验研究[J].土木工程学报,2010(10):45-52.

[26] 郭彦林,王小安,张庆林,等.波浪腹板门式刚架轻型房屋钢结构设计理论及应用[J].建筑结构,2011(4):11-19.

[27] 郭彦林,张旭乔.腹板开有圆孔的波浪腹板工形构件抗剪和抗弯承载力研究[J].工业建筑,2012,42(7):37-44.

[28] 郭彦林,张博浩.波浪腹板工形梁局部承压承载力设计方法研究[J].工业建筑,2012,42(7):45-54.

[29] 郭彦林,刘锋,窦超,等.偏心受压波浪腹板阶形柱稳定性与侧移计算[J].工业建筑,2012,42(7):22-29.

[30] 郭彦林,姜子钦,王小安.波浪腹板门式刚架节点设计及方法研究[J].工业建筑,2012,42(7):55-64.

[31] Heywood P.Corrugated Box-Girder Web Lowers Bridge Weight,Cost[J].Engineering News Record,1987(12):32.

[32] Driver R G,Abbas H H,Sause R.Shear Behavior of Corrugated Web Bridge Girders[J].Journal of Structural Engineering,2006,132(2):195-203.

[33] Johnson R P,Cafolla J.Corrugated Webs in Plate Girders for Bridges[J].Proceedings of the Institution of Civil Engineers,Structures and Buildings,1997,122(2):157-164.

[34] 周绪红,孔祥福,侯健,等.波纹钢腹板组合箱梁的抗剪受力性能[J].中国公路学报,2007,20(2):77-82.

[35] 刘玉擎.波折腹板组合箱梁桥结构体系分析[J].桥梁建设,2005,1(1):1-4.

[36] 郭彦林,王小安,王永海,等.一种波浪钢板剪力墙:中国,200920107409.8[P].2010-08-04.

[37] 郭彦林,王小安,窦超.一种波形钢板与混凝土组合剪力墙.中国,201020266971.8[P].2011-03-30.

[38] 郭彦林,王小安,田广宇,等.波浪形腹板钢拱结构:中国,200910080642.6[P].2009-08-19.

[39] 郭彦林,王小安,窦超,等.波浪腹板钢拱的一种计算机辅助成型方法:中国,200910082899.5[P].2009-09-09.

[40] Eurocode3Design of steel structures.Part1.5Plated Structural Elements[S].ENV1993-1-5:2006.

[41] ZemanCo Gesellschaft MBH.Corrugated Web Beam[R].Vienna,Austria,1999.

[42] CECS290:2011波浪腹板钢结构应用技术规程[S].

[43] GB500172003钢结构设计规范[S].

[44] Pei U.Statische Versuche an Trapezstegtregern Untersunchung der Querkraftbeansprunchbarkeit[R].Institut fur Stahlbau,Technische Universitt Braunschweig,Braunschweig,1988.

[45] 陈惠发.钢框架稳定设计[M].上海:世界图书出版公司,1999.

[46] GB500182002冷弯薄壁型钢结构技术规范[S].

[47] CECS102:2002门式刚架轻型房屋钢结构技术规程[S].

[48] JG1442002门式刚架轻型房屋钢构件[S].

[49] JGJ2272011低层冷弯薄壁型钢房屋建筑技术规程[S].

[50] 陈国栋,郭彦林.非加劲板抗剪极限承载力[J].工程力学,2003,20(2):49-54.

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