MATEC Web Conf.
Volume 86, 20165th International Scientific Conference “Integration, Partnership and Innovation in Construction Science and Education”
|Number of page(s)||7|
|Section||1 Structural mechanics|
|Published online||28 November 2016|
The measurement of thermal changes on concrete box girder bridge
University of Zilina, Faculty of Civil Engineering, Department of Structures and Bridges, Univerzitna 2, 01026 Žilina, Slovakia
* Corresponding author: email@example.com
Thermal load, especially vertical temperature gradient is an important factor that should be considered during the bridge design procedure. In the world several researches focusing on thermal influences was performed, mostly in USA and China, but only a few analysed real measured cross-section temperature gradient at European bridges. In this paper, the temperature field along two decisive cross-section of concrete box girder bridge caused by heat of hydration or exposure to sunlight has been investigated by field monitoring. The measured temperature gradients has been compared to the Slovak bridge design eurocode.
© The Authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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