Comparison of Bearing Capacity of H-Shaped Members with Corrugated Web of Different Wave Forms

Li Li Wu; Kai Feng Guo; Bi De Li; Xiao Lin Fu; Zhen Jin Su; Hui Min Wu; Chuan Jiang Zhou

doi:10.4028/www.scientific.net/AMR.831.181

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 831Comparison of Bearing Capacity of H-Shaped Members...

Comparison of Bearing Capacity of H-Shaped Members with Corrugated Web of Different Wave Forms

Abstract:

In this paper, according to the method of keeping wavelength the same, while the amplitude and unfolding length approximately equivalent, trapezoidal wave is transformed into sine wave. On this base,the bearing capacity under axial compression, pure bending, shear of corrugated web member of two kinds of wave forms converted respectively are compared. Results show that under the same loading condition, stress distribution of the two kinds of corrugated web member section is basically the same. By using different waveform conversion method presented in this paper, the equivalent conversion between different corrugated web member can be easily realized.

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Periodical:

Advanced Materials Research (Volume 831)

Pages:

181-185

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.831.181

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Online since:

December 2013

Authors:

Li Li Wu*, Kai Feng Guo, Bi De Li, Xiao Lin Fu, Zhen Jin Su, Hui Min Wu, Chuan Jiang Zhou

Keywords:

Force, Section Bearing Capacity, Stress Distribution, Waveform Web

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* - Corresponding Author

References

[1] Qinglin Zhang. Study on the design method of bearing force stable of wave webs I-type member. Tsinghua university master's degree thesis, (2008).

Google Scholar

[2] Abbas, H. H., Sause, R. Driver, R. G. Behavior of Corrugated Web I-Girders under In-Plane Loads. Journal of Engineering Mechanics. 1992, 133(3): 347-355.

DOI: 10.1061/(asce)0733-9445(2007)133:3(347)

Google Scholar

[3] Shi Li. Corrugated web beam and non linear finite element analysis: [dissertation]. Tsinghua university master's degree thesis, (2001).

Google Scholar

[4] Jianhua Chang. Study on bearing capacity of steel beam with corrugated web. Henan University of Technology master's degree thesis, (2010).

Google Scholar

[5] Yi Jiao. Stress analysis of steel beam with corrugated web. Kunming University of Science and Technology master's degree thesis, (2012).

Google Scholar

[6] Yingjie Dong: Discussion on analysis and economy of the I-shaped cross section beams with corrugated webs mechanism. Shandong Jianzhu University master's degree thesis, (2010).

Google Scholar

[7] Lei Liu, Dongsheng Qian. The corrugated steel webs stress behavior. Journal of the China Railway Society. 2000(22): 53-56.

Google Scholar

[8] Bo Pang, Jianguo Nie, Shilin Dong. Finite element analysis of shear performance of corrugated web H beam. Building Structure. 2011, 41(2): 49-51.

Google Scholar

[9] Songzhao Qu, Zhimo Wang. Corrugated steel web H beam shear performance analysis. Journal of Architecture and Civil Engineering. 2012, 29(2): 111-117.

Google Scholar