Buckling Behavior of Schifflerized Angle Sections-Reference-Cited by-同舟云学术

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Buckling Behavior of Schifflerized Angle Sections

Published:2020-03-03 Issue:2 Volume:101 Page:233-246
ISSN:2250-2149
Container-title:Journal of The Institution of Engineers (India): Series A
language:en
Short-container-title:J. Inst. Eng. India Ser. A

Author:

Prasad Rao N.,Balagopal R.,Rokade R. P.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Agricultural and Biological Sciences (miscellaneous),Building and Construction,Civil and Structural Engineering,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s40030-020-00436-6.pdf

Reference17 articles.

1. G. Shi, Z. Liu, H.Y. Ban, Y. Zhang, Y.J. Shi, Y.Q. Wang, Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression. Steel Compos. Struct. 12(1), 31–51 (2011)

2. H. Ban, G. Shi, Y. Shi, Y. Wang, Column buckling tests of 420 MPa high strength steel single equal angles. J. Struct. Stab. Dyn. (2013). https://doi.org/10.1142/S0219455412500691

3. G. Shi, W.J. Zhou, Y. Bai, Z. Liu, Local buckling of steel equal angle members with normal and high strengths. Int. J. Steel Struct. 14(3), 447–455 (2014)

4. J.V. Bhilawe, L.M. Gupta, Experimental investigation of steel equal angle subjected to compression. J. Eng. Struct. Technol. 7(2), 55–66 (2015). https://doi.org/10.3846/2029882X.2015.1113892

5. A. Zhang, Q. Zhang, C. Sun, The elastic critical load of single angle columns. Open Civ. Eng. J. 10(1), 546–570 (2016)

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