Strength of stiffened plates with openings

Mahendran, M., Shanmugam, N. E., & Liew, J. Y. Richard (1994) Strength of stiffened plates with openings. In Twelfth International Specialty Conference on Cold-Formed Steel Structures, Missouri S&T (formerly the University of Missouri - Rolla), St. Louis, Missouri, U.S.A., pp. 29-40.

Abstract

The load-deflection and ultimate strength behaviour of longitudinally stiffened plates with openings was studied using a second-order elastic post-buckling analysis and a rigid-plastic analysis. The ultimate strength was predicted from the intersection point of elastic and rigid-plastic curves and the Perry strut formula. Comparison with experimental results shows that satisfactory prediction of ultimate strength can be obtained by this simple method. Effects of the size of opening, the initial geometrical imperfections and the plate slenderness ratio on the strength of perforated stiffened plates were also studied.

Impact and interest:

1 citations in Scopus
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ID Code: 64370
Item Type: Conference Paper
Refereed: No
Additional Information: Compilation and indexing terms, Copyright 2013 Elsevier Inc.
2004298265244
Buckling stresses
Rigid-plastic analysis
Size openings
Stiffened plates
Additional URLs:
Keywords: Steel structures, Buckling, Elastic moduli, Perforating, Plasticity, Plates (structural components), Stiffness, Strength of materials, Structural analysis
Divisions: Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
Deposited On: 21 Nov 2013 00:00
Last Modified: 21 Nov 2013 00:57

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