FLEXURAL-TORSIONAL BUCKLING OF MONO-SYMMETRICAL I-SECTION BEAM WITH HOLLOW FLANGE

  • Bui Hung Cuong Faculty of Building and Industrial Construction, National University of Civil Engineering (NUCE)
  • Nguyen Minh Tuyen Faculty of Building and Industrial Construction, National University of Civil Engineering (NUCE)
  • Nguyen Quoc Cuong Faculty of Building and Industrial Construction, National University of Civil Engineering (NUCE)

Abstract

This paper presents formulae and procedure to determine geometrical properties of a mono-symmetrical I-section beam with hollow flange; this is an opened-closed section. Then the expressions of flexural-torsional buckling can be applied to obtain critical moments. The comparison of critical moments between the symmetrical I-section and the mono-symmetrical I-section shows the efficiency of the hollow flange.

Keywords: Flexural-torsional buckling; opened-closed section; shear center; sectorial coordinates; warping constant; torsion constant; uniform and non-uniform torsion.

Received: July 22th, 2016, revised: August 5th, 2016, accepted: October 13th, 2016

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Published
31-10-2016
How to Cite
Cuong, B., Tuyen, N., & Cuong, N. (2016). FLEXURAL-TORSIONAL BUCKLING OF MONO-SYMMETRICAL I-SECTION BEAM WITH HOLLOW FLANGE. Journal of Science and Technology in Civil Engineering (JSTCE) - HUCE, 10(5), 11-18. Retrieved from https://stce.huce.edu.vn/index.php/en/article/view/289
Issue
Vol 10 No 5 (2016)

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