Research on Fatigue Behavior of Beam with Corrugated Steel Webs

Xiao Long Hu; Lian Fei Tan; Qing Xuan Wang

doi:10.4028/www.scientific.net/AMR.690-693.164

Paper Titles

Microstructure Evolution and Grain Boundary Characteristics of Oriented Silicon Steel during Primary Recrystallization in a Pulsed Magnetic Field
p.139

Microstructure Refinement of Hypereutectic High Chromium Cast Iron with Electric Current Pulse
p.147

Recrystallization Thermal Simulation Experiment for a Micro-Alloy Steel
p.153

Research on a New Secondary Creep Model and Creep Damage Evolution for P92 Steel
p.157

Research on Fatigue Behavior of Beam with Corrugated Steel Webs
p.164

Research on Molten Steel Flow with Electromagnetic Stirring
p.168

Research on Powder Metallurgy High Nitrogen Stainless Steels
p.172

The Effect of Finish Rolling Temperature on Microstructure and Mechanical Properties of Vanadium Containing Ferritic Stainless Steel
p.176

The Effect of Microstructure on Properties of High Deformation Pipeline Steel X70
p.182

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 690-693Research on Fatigue Behavior of Beam with...

Research on Fatigue Behavior of Beam with Corrugated Steel Webs

Abstract:

This paper present that experimental research on the fatigue behavior of beam with Q345c steel corrugated webs. There are four test specimens with different structural feature will be tested in three-point bending to load by Shinmadzu 4890 fatigue testing machine. Moreover, the finite-element analysis will be used to simulate the fatigue behavior of common beam with corrugated steel web. Weld will be our focus on importance object.

You might also be interested in these eBooks

Materials Design, Processing and Applications

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 690-693)

Pages:

164-167

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.690-693.164

Citation:

Cite this paper

Online since:

May 2013

Authors:

Xiao Long Hu, Lian Fei Tan, Qing Xuan Wang

Keywords:

Corrugated Steel Web, Fatigue Behavior, Finite Element, Weld

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Sherif A.Ibrahim, Wael W.El-Dakhakhni,Mohamed Elgaaly: Behavior of bridge girders with corrugated webs under monotonic and cyclic loading. Engineering Structures 28(2006)1941-1955

DOI: 10.1016/j.engstruct.2006.03.026

Google Scholar

[2] Liu Lei, Qian Dongsheng. Behaviors of corrugated steel webs under loading[J], JOURNAL OF THE CHINA RAILWAY SOCIETY,53-56

Google Scholar

[3] Zhang Zhe, Li Guoqiang, Sun Feifei. Bending capacity of H-beams with corrugated webs[J], Journal of Building Structures, 2008(12):41-46

Google Scholar

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

DOI: 10.1061/(asce)0733-9445(1996)122:4(390)

Google Scholar

[5] Elgaaly M, Seshadri A. Hamilton R. Bending Strength of Beams with Corrugated Webs[J]. Journal of Structural Engineering, ASCE, 1997, 126(3):772-782

DOI: 10.1061/(asce)0733-9445(1997)123:6(772)

Google Scholar

[6] Wang Zhiyu, Wang Qingyuan, Chen Yiyan. Research Progress of Fatigue Behavior of Corrugated Web Girders[J], Journal of Highway and Transportation Research and Development. 2010(6): 64-71

Google Scholar

[7] Fang Donghui. Liu Yongjie. Wang Qingyuan. etc . Super long life fatigue behaviors of Q345 bridge steel . Sciencepaper Online. 2009（4）：480-484(In Chinese)

Google Scholar

[8] CECS 291:2011 Design code for corrugated steel structures[S] Beijing:China Planning Press :(2009)

Google Scholar