Performance assessment of a concrete railway bridge by diagnostic load testing

被引:7
|
作者
Duvnjak, Ivan [1 ]
Bartolac, Marko [1 ]
Damjanovic, Domagoj [1 ]
Koscak, Janko [1 ]
机构
[1] Univ Zagreb, Fac Civil Engn, Fra Andrije Kacica Miosica 24, Zagreb 10000, Croatia
关键词
diagnostic load testing; displacements; dynamic coefficient; dynamic tests; material properties; mode shapes; natural frequencies; railway bridge; strain;
D O I
10.1002/suco.201900491
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Diagnostic load testing can be a suitable method for condition assessment of existing bridges. This paper presents the evaluation of a concrete railway bridge built in the 1940s based on diagnostic load testing. The test was the outcome of a visual inspection and preliminary theoretical analysis that found the bridge to be in unsatisfactory condition. Unlike the other possibilities that infrastructure management bodies have in such situations, for example, structure replacement, traffic reorganization, closure of the bridge, etc., diagnostic load testing is a low cost and quick method that indicates the bridge response to real traffic load. The paper describes the test plan and implementation covering the static and dynamic load tests. The experimental methods comprise superstructure displacements measurement, strain measurement on concrete and reinforcement and determination of bridge dynamic parameters. The obtained test results analysis enabled more accurate diagnosis of the actual bridge condition. The bridge demonstrated satisfactory load bearing capacity and response to real service load in terms of registered levels of displacement and strain and proper dynamic performance.
引用
收藏
页码:2363 / 2376
页数:14
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