Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5501
Title: Buckling behavior of steel bridge I-girders braced by permanent metal deck forms
Authors: Eğilmez, Oğuz Özgür
Helwig, Todd A.
Herman, Reagan
Eğilmez, Oğuz Özgür
Izmir Institute of Technology. Civil Engineering
Keywords: Bridge metal deck forms
Lateral torsional buckling
Stability bracing
Stiffness
Strength
Issue Date: Jul-2012
Publisher: American Society of Civil Engineers (ASCE)
Source: Eğilmez, O. Ö., Helwig, T. A. and Herman, R. (2012). Buckling behavior of steel bridge I-girders braced by permanent metal deck forms. Journal of Bridge Engineering, 17(4), 624-633. doi:10.1061/(ASCE)BE.1943-5592.0000276
Abstract: Permanent metal deck forms (PMDFs) are often used in the bridge industry to support wet concrete and other loads during construction. Although metal formwork in the building industry is routinely relied on for stability bracing, the forms are not permitted for bracing in the bridge industry, despite the large in-plane stiffness. The forms in bridge applications are typically supported on cold-formed angles, which allow the contractor to adjust the form elevation to account for changes in flange thickness and differential camber between adjacent girders. Although the support angles are beneficial toward the constructability of the bridge, they lead to eccentric connections that substantially reduce the in-plane stiffness of the PMDF systems, which is one of the reasons the forms are not relied on for bracing in bridge applications. This paper documents the results of an investigation focused on improving the bracing potential of bridge deck forms. Modifications to the connection details were developed to improve the stiffness and strength of the forming system. Research included buckling tests on a 15-m (50-ft) long, twin-girder system with PMDFs for bracing. In addition, twin-girder tests were also used to validate computer models of the bracing systems that were used for parametric finite-element analytical studies. The buckling test results demonstrated that modified connection details make PMDF systems a viable bracing alternative in steel bridges, which can significantly reduce the number of cross-frames or diaphragms required for stability bracing of steel bridge I-girders during construction.
URI: http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000276
http://hdl.handle.net/11147/5501
ISSN: 1084-0702
1943-5592
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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