Comparison of High Performance Steel and Conventional Steel Girder Bridges |
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Sequential Number | R10 |
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Identification Number | C-5-34300 |
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Matching Research Agency | American Iron and Steel Institute (AISI) |
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Principal Investigator | Michael Barker, Associate Professor Civil Engineering University of Missouri - Columbia E2509 EBE Columbia, MO 65211 | p | (573) 882-2467 | barkerm@missouri.edu |
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Student Involvement | One (1) graduate student |
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Project Objective | To produce complete design and direct cost comparisons between conventional 50 ksi steel and HPS 70 ksi steel girder bridges. |
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Project Abstract | With commercial production of High Performance Steel (HPS) states are faced with the questions of using conventional 50-ksi or HPS 70-ksi steel for girder bridges. Research and application examples have demonstrated the quality of material, weldability, fabrication, and erection of HPS, yet states need information on the economics of HPS over conventional steel. This work will produce complete design and direct cost comparisons between conventional 50 ksi steel and HPS 70 ksi steel for a composite two-span (153 ft - 153 ft), four-lane steel girder bridge. Several HPS alternatives will be considered for various girders line and hybrid scenarios. |
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Task Description | Develop alternative HPS 70 ksi designs and compare to conventional 50 ksi steel design. |
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Anticipated Benefits | The results will be published to states as examples of the benefits of HPS bridges. |
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Modal Orientation | N/A |
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Milestones | Project Start Date: | 01/01/1999 | Project End Date: | 06/30/1999 |
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Relationship to other Research/Projects | The research fits in well with other bridge research conducted at the University of Missouri-Columbia. |
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Technology Transfer Activities | Presentations at AASHTO committee meetings, HPS meetings, ASCE Structures Congress and special TRB Session. |
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Transportation Research Board Keywords | Bridge design, high performance steel |