Theoretical Analysis on Reinforced Concrete Bridge from Non-linear Temperature Effect

Author:

Tomko Michal1,Demjan Ivo1

Affiliation:

1. Technical University of Košice , Slovakia Civil Engineering Faculty, Institute of Structural Engineering

Abstract

Abstract The paper presents a theoretical analysis that models the effects of temperature load induced on a two-pole, twobox reinforced concrete bridge. Implemented was theoretical analysis of thermodynamic effects, which was performed on a closed double-box reinforced concrete bridge structure. The modelling and analysis only considered the upper part of the load-bearing bridge structure. This type of bridge was selected to present the results of this study which analysed the worst effects of temperature acting on the bridge structure.

Publisher

Walter de Gruyter GmbH

Reference15 articles.

1. [1] Kvočák, V. & Dubecký, D. (2013). Experimental stiffness verification of composite beams (ASEM 13). In Advances in Structural Engineering and Mechanics. World Congress on Advances: International Convention Center Jeju, Jeju. Techno-Press. p. 3171-3178. ISBN 978-89-89693-37-6.

2. [2] Kvočák, V., Dubecký, D., Kocúrová, R., Beke, P. & Al Ali, M. (2014). Evaluation and analysis of bridges with encased filler beams. In Civil Engineering and Urban Planning 3: Proceedings of the 3rd International Conference on Civil Engineering and Urban Planning: CEUP 2014: Wuhan, China. London: Taylor and Francis Group, p. 150-153. ISBN 978-1-138-00125-1.

3. [3] Yun, L., Jiantao, W. & Jun, C. (2014). Mechanical properties of a waterproofing adhesive layer used on concrete bridges under heavy traffic and temperature loading. International Journal of Adhesion and Adhesives. 48, 102-109.10.1016/j.ijadhadh.2013.09.015

4. [4] Kyong-Ku, Y. & Pangil, C. (2014). Causes and controls of cracking at bridge deck overlay with very-early strength latex-modified concrete. Construction and Building Materials. 56, 53-62.10.1016/j.conbuildmat.2014.01.055

5. [5] Si, X. T., Francis Au, T. K. & Li, Z. H. (2013). Capturing the long-term dynamic properties of concrete cable-stayed bridges. Engineering Structures. 57, 502-511.10.1016/j.engstruct.2013.10.007

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