Higgins, C., Dusicka, P., Hafner, A., & Kay, T. (2012). Experimental tests and numerical analyses of steel truss bridge gusset connections (Report No. OTREC-RR-12-03). Oregon Transportation Research and Education Consortium. https://rosap.ntl.bts.gov/view/dot/26058
Higgins, Christopher, Peter Dusicka, Anthony Hafner, and Thomas Kay. Experimental tests and numerical analyses of steel truss bridge gusset connections. Report no. OTREC-RR-12-03. Oregon Transportation Research and Education Consortium, 2012. https://rosap.ntl.bts.gov/view/dot/26058.
Higgins, Christopher, et al. Experimental tests and numerical analyses of steel truss bridge gusset connections. Oregon Transportation Research and Education Consortium, 2012, Report no. OTREC-RR-12-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/26058.
Gusset plates connect individual steel truss bridge members together at a node. In 10% of the 200,000 steel bridges in US in 2008, failure of a
;
single truss or connection could lead to collapse. Regular inspection and load rating are essential for the safe operation and maintenance of these
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bridges.
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The Minneapolis I-35 Bridge collapse was the first gusset failure where a design flaw was implicated. Load rating gusset plates is a significant
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challenge given the number of connections and the complexity of accurately evaluating each one. The majority of research on gusset plate
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strength is from small-scale connections. More refined techniques are needed to conduct high-fidelity capacity evaluations.
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Finite element analysis (FEA) is widely used in structural engineering. Using FEA in gusset plate evaluation presents challenges due to the
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connections’ large-scale, high degree of geometric variability and complex load paths.
Higgins, C., Dusicka, P., Hafner, A., & Kay, T. (2012). Experimental tests and numerical analyses of steel truss bridge gusset connections (Report No. OTREC-RR-12-03). Oregon Transportation Research and Education Consortium. https://rosap.ntl.bts.gov/view/dot/26058
Higgins, Christopher, Peter Dusicka, Anthony Hafner, and Thomas Kay. Experimental tests and numerical analyses of steel truss bridge gusset connections. Report no. OTREC-RR-12-03. Oregon Transportation Research and Education Consortium, 2012. https://rosap.ntl.bts.gov/view/dot/26058.
Higgins, Christopher, et al. Experimental tests and numerical analyses of steel truss bridge gusset connections. Oregon Transportation Research and Education Consortium, 2012, Report no. OTREC-RR-12-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/26058.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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