Measurement of Temperature Fields in Long Span Concrete Bridges

J. Římal


This paper deals with assesing of the influence of climate temperatures on deformations and stresses in a cross section of the Nusle Bridge. The main purpose is to describe the measurement of the thermal fields, to compare measured and computed temperature fields, and to provide a real estimation of the stresses that occur.


Nusle bridge in Prague; measurement of thermal fields; calculation of temperature fields; evaluation of stress fields

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ISSN 1210-2709 (Print)
ISSN 1805-2363 (Online)
Published by the Czech Technical University in Prague