Behaviour of Shear Stress of Plate Girders with Corrugated Webs

Authors

  • S. A. Tohamy Professor of Steel structures and Bridges, Civil Engineering Departments, EL-Mina University, Egypt
  • A. B. Saddek Vice Dean, Civil Engineering Department, Beni Sueif University, Egypt
  • Asmaa Y. Hamed Civil Engineer, General Authority for Educational Buildings (GAEB), Aswan, Egypt

DOI:

https://doi.org/10.53555/mce.v2i6.1010

Keywords:

Corrugated webs, Shear buckling, minimum potential energy, ANSYS

Abstract

This paper presents analytical studies using Minimum Potential Energy Method to determine critical shear stress of local and global buckling of plate girder with corrugated webs. The elastic interactive shear buckling stress of corrugated steel web is calculated by all possible failure criteria (steel yielding, local and global buckling stresses). The results are compared with Finite element method (FEM) using ANSYS. It found that the proposed equations are a good agreement with the results FE.

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References

- Elgaaly M, Hamilton RW, Seshadri A., "Shear Strength of Beam with Corrugated Webs". Journal of Structure Division, ASCE, Vol.122, No. ST4, PP390-398, April, (1996).

- Timoshenko, S.P., and Gere J. M., "Theory of elastic stability" 2nd edition., McGraw-Hill Book Co., Inc., New York (1961).

- Tong, G. and Richard, S. "Analysis of local elastic shear buckling of trapezoidal corrugated steel webs". Journal of Constructional Steel Research 102 (2014) 59–71.

- Usman, F, "Shear Resistance of Trapezoidal Corrugated Web in Local Buckling". Applied Mechanics and Materials, Vol. 554, pp. 421-425, (2014).

- Easley, J.T., and McFarland, D.E. "Buckling Formulae for Corrugated Metal Shear Diaphragms". Journal of Structural Division, ASCE, Vol.101, No. ST 7, pp1403- 1417, July (1975).

- Hlavacek, V., discussion of "Buckling of Light-Gage Corrugated Metal Diaphragms." by J.T. Easley and D.E. McFarland, Journal of Structural Division, ASCE, Vol.96, No. ST 3, pp740-743, March, (1970).

- Galambos, T.V., "Guide to Stability Design Criteria for Metal Structure". John Wiley and Sons, Inc., New York, N.Y, (1988).

- Yi J, Gil H, Youm K, Lee H. "Interactive shear buckling of trapezoidally corrugated webs". Eng Struct (2008);30:1659_66.

- Hamed, A.Y., "Post Buckling Behaviour Of The Plate Girder Webs Subjected To Shear Loading Only". MSC Thesis, Dept. of Civ. Eng., El- Minia University (2012).

- El-Metwally, A.S. ,and Loov, R.E., "Composite Girders-High Strength Concrete Combined with Corrugated Steel Webs" Proceeding of The International Symposium on High Performance and Reactive Powder Concrete, Vol.1, pp.197-215, Sherbrook, Quebec, Canada, (1998 b).

- Tohamy, S.A., Saddek, A.B, Hamed, A.Y., "Interactive shear buckling of corrugated web". Minia Journal of Engineering and Technology, (MJET) Vol. 35, No 2, July,(2016).

- Sadeek, A. B., " Theoretical Investigation of Shear Buckling for Hybrid Steel Plate Girder with Corrugated Webs". World Applied Sciences Journal 33 (2): 284-302, (2015).

- ANSYS (Version 12.0), Reference manual (Theory, elements, analysis guide, and comments). SAS IP Inc.

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Published

2016-06-30

How to Cite

Tohamy, S. A., Saddek, A. B., & Hamed, A. Y. (2016). Behaviour of Shear Stress of Plate Girders with Corrugated Webs. International Journal For Research In Mechanical & Civil Engineering, 2(6), 29–38. https://doi.org/10.53555/mce.v2i6.1010

Issue

Vol. 2 No. 6 (2016): International Journal For Research In Mechanical & Civil Engineering (ISSN: 2208-2727)

Section

Articles

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