Proof load testing of reinforced concrete slab bridges in the Netherlands

被引:17
|
作者
Lantsoght, Eva [1 ,2 ]
van der Veen, Cor [2 ]
de Boer, Ane [3 ]
Hordijk, Dick A. [2 ]
机构
[1] Univ San Francisco Quito, Politecn, Quito, Ecuador
[2] Delft Univ Technol, Concrete Struct, POB 5048, NL-2600 GA Delft, Netherlands
[3] Rijkswaterstaat Dienst Infrastruct, Minist Infrastruct & Environm, POB 24057, NL-3502 MB Utrecht, Netherlands
关键词
assessment; bending moment capacity; field test; proof load test; reinforced concrete bridge; shear capacity; slab bridge; SHEAR;
D O I
10.1002/suco.201600171
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The bridges built during the development of the Dutch road network after the Second World War are reaching their originally devised service life. A large subset of the Dutch bridge stock consists of reinforced concrete slab bridges. This bridge type often rates insufficient according to the recently introduced Eurocodes. Therefore, more suitable methods are developed to assess reinforced concrete slab bridges to help transportation officials make informed decisions about the safety and remaining life of the existing bridges. Field testing can be used for example when the effect of deterioration on the structural capacity is unknown. A proof load test demonstrates that a given bridge can carry a certain load level. In the Netherlands, a number of existing reinforced concrete slab bridges have been proof loaded, and one bridge has been tested to collapse. Bridges with and without material damage were tested. These bridges were heavily instrumented, in order to closely monitor the behavior of the bridge. Critical positions for bending moment and shear were studied. Based on the proof load tests that were carried out over the past years, a set of recommendations for the systematic preparation, execution, and analysis of proof load test results is compiled. These recommendations will ultimately form the basis of the guideline for proof load testing for the Netherlands, which is currently under development.
引用
收藏
页码:597 / 606
页数:10
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