Transverse Stiffener Requirements to Develop Shear-Buckling and Postbuckling Resistance of Steel I-Girders
Traditionally, the design of transverse stiffeners in the AISC and AASHTO specifications has been based on two criteria: a moment of inertia requirement to ensure near-zero lateral deflection of the stiffeners at the web shear buckling load, and an area requirement to ensure that the transverse stiffeners can serve as verticals in an effective Pratt truss in the postbuckling condition of the web. However, multiple investigators have found that the transverse stiffener response is dominated by bending actions caused by restraint of the out-of-plane deformation of the web panels. As such, the latest AASHTO and AISC specifications have adopted transverse stiffener sizing rules that focus solely on a transverse stiffener moment of inertia requirement. This paper summarizes various details of the underlying research leading to the development of these new rules and outlines the proper application of the new specification provisions.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
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Supplemental Notes:
- © 2013 American Society of Civil Engineers.
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Authors:
- Kim, Y D
- White, Donald W
- Publication Date: 2014-4
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 04013098
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Serial:
- Journal of Structural Engineering
- Volume: 140
- Issue Number: 4
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9445
- Serial URL: http://ascelibrary.org/loi/jsendh
Subject/Index Terms
- TRT Terms: Buckling; Girders; Inertia (Mechanics); Resistance (Mechanics); Shear strength; Stability (Mechanics); Steel structures; Structural design; Transverse stiffeners
- Uncontrolled Terms: Postbuckling; Stiffening
- Subject Areas: Bridges and other structures; Highways; Materials; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01505548
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Jan 27 2014 11:20AM