Lateral-Torsional Buckling of Singly Symmetric I-Girders with Stepped Flanges
Publication: Journal of Structural Engineering
Volume 146, Issue 10
Abstract
Guidance for the lateral-torsional buckling behavior of singly-symmetric, nonprismatic (stepped flanges) sections are often absent from design specifications or are overly simplified. This paper presents simplified design procedures that estimate the buckling capacity of these complex systems that commonly face designers. The results of a robust parametric finite-element study that included 14,040 unique prismatic and nonprismatic beam sections are detailed. The study specifically examines the effects of common span-to-depth ratios, intermediate bracing schemes, degrees of monosymmetry, variable flange transitions, and moment gradients on the buckling response. A proposed weighted-average section approach as well as traditional moment gradient expressions are evaluated based on their ability to accurately approximate the finite-element solutions of these singly-symmetric and/or nonprismatic beams. The computational study and proposed design expressions focus on elastic buckling behavior, midheight loads, and stiffened web elements, such that distortional effects that may limit the beam capacity are precluded. This approach matches the assumptions used to derive the classic analytical solutions adopted in most design specifications. For a broad range of conditions, the proposed methods are shown to produce reasonable and reliable estimates of the buckling capacity obtained from the finite-element models.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The work documented in this paper was conducted in conjunction with an ongoing effort of a subcommittee of AASHTO T14 (Steel Bridge Committee). The subcommittee has investigated improved solutions for singly-symmetric sections that may be either prismatic or nonprismatic along the unbraced length. The authors would also like to acknowledge the Texas Advanced Computing Center (TACC) for providing the computing resources to conduct the extensive parametric studies.
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© 2020 American Society of Civil Engineers.
History
Received: Oct 22, 2019
Accepted: Apr 15, 2020
Published online: Jul 22, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 22, 2020
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