Journal
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
Volume 57, Issue 7, Pages 711-728Publisher
ELSEVIER SCI LTD
DOI: 10.1016/S0143-974X(01)00012-8
Keywords
steel; high-performance steel; inelastic buckling; finite element analysis; constant moment
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Experimentally verified nonlinear finite element modeling techniques are applied to the study of the structural ductility developed in high-performance steel I-shaped beams subjected to a constant moment loading. It is observed that current notions of cross-sectional compactness and compression-flange bracing limitations may not be directly applicable to these types of high-performance steel flexural members. It is also noticed that differences in material properties between these newer high-performance steel grades can have a significant influence on observed flexural ductility. (C) 2001 Elsevier Science Ltd. All rights reserved.
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