Long-term monitoring of composite bridge across Odra River on the D47 freeway

被引:0
作者
Zich M. [1 ]
Daněk P. [2 ]
Bohuslav S. [1 ]
机构
[1] Brno University of Technology, Institute of Concrete and Masonry Structures, Veveří 95, Brno
[2] Brno University of Technology, Institute of Building Testing, Veveří 95, Brno
来源
Key Engineering Materials | 2016年 / 691卷
关键词
Bridge; Composite structure; Long-term monitoring; Material testing; Strain;
D O I
10.4028/www.scientific.net/KEM.691.259
中图分类号
学科分类号
摘要
The article presents the results and analysis of long-term monitoring of the bridge across the Odra River on the D47 freeway in the Czech Republic near Ostrava. Structural system of this bridge is formed by a continuous composite box girder with spans from 49 to 102 m. Total length of the bridge is 402 m. The bridge was equipped by strain gauges and force sensors during the construction. The monitoring has been kept on for 10 years. The measured values are compared with the results of calculations. © 2016 Trans Tech Publications, Switzerland.
引用
收藏
页码:259 / 271
页数:12
相关论文
共 8 条
  • [1] Strasky J., Husty I., Choleva J., Composite bridges of the freeway D47 and D1, Structural Concrete in the Czech Republic 2002-2005, (2006)
  • [2] Zich M., The concept of a long-term monitoring of highway D47 bridges, Beton TKS, 4, pp. 80-86, (2011)
  • [3] Zich M., Design and Execution of Monitoring and Analysis of Long-term Behavior of Concrete Structures, (2012)
  • [4] SCIA 2008, Scia engineer - Software system for analysis, Design and Drawings of Steel, Concrete, Timber and Plastic Structures
  • [5] TDA program, Software System for Time-dependent Analysis, (1992)
  • [6] Eurocode 2, Design of Concrete Structures, pp. 1992-2001, (2006)
  • [7] Jarosevic A., Chandoga M., Meranie sily v predpínacej výstuži, Inženýrské Stavby, 2-3, (1994)
  • [8] Navratil J., Zich M., Long-term deflections of cantilever segmental bridges, Baltic Journal of Road and Bridge Engineering, (2013)