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Routing and Permitting Techniques of Overweight Vehicles
Authors:Attila Vigh  László P Kollár
Affiliation:1Assistant Lecturer, Dept. of Mechanics, Materials, and Structures, Budapest Univ. of Technology and Economics, M?egyetem rkp. 1-3, Budapest H-1521, Hungary. E-mail: vigh@silver.szt.bme.hu
2Professor, Dept. of Mechanics, Materials, and Structures, Budapest Univ. of Technology and Economics, M?egyetem rkp. 1-3, Budapest H-1521, Hungary (corresponding author). E-mail: lkollar@eik.bme.hu
Abstract:Overweight vehicles require permits to cross the highway bridges, which are designed for “design load vehicles” (prescribed in the national standards). A new, fast, and robust method is presented for the verification of bridges, which requires minimal input only: the axle loads, axle spacing, the bridge span(s), and the superstructure type. The bridge can be a single or a multispan girder, an arch bridge, a frame structure, or a box girder. The overweight vehicle may operate within regular traffic or it may cross the bridge at a given lane position while other traffic is prohibited on the bridge. The method is illustrated by numerical examples for deck-girder bridges and for a box girder.
Keywords:Approximation  Bridges  Bridge loads  Permits  Routing  Vehicles  
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