Přepočet silničního mostu s ocelovou ortotropní mostovkou.
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Hohnová, Jana
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Vysoká škola báňská - Technická univerzita Ostrava
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Abstract
The main focus of the thesis is re-design of the orthotropic deck road bridge in Frýdek-Místek that converts the road III/473 across the Ostravice river and over the railway track.
The thesis describes the bridges with orthotropic deck and specifics of their design.
The work deals with the load calculation, internal forces and stresses of the structure. Results obtained by simplified (manual) calculation are compared with the numerical model. Assessment of the main components of the bridge is done according to valid Eurocodes.
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Import 26/02/2015
Subject(s)
road bridge, orthotropic deck, cross and longitudial stiffeners, plate, web, shear lag, buckling, effective width