USE OF STRUCTURAL HEALTH MONITORING IN DESTRUCTIVE TESTING OF BRIDGES
This paper present a full-scale test to failure on a strengthen railway concrete trough bridge. A unique opportunity came up. The existing railway line was going to be replaced with a new one and the bridge became obsolete. The purpose of the project was o investigate the shear capacity of the bridge. To avoid an uninteresting bending failure, the bottom beams were strengthened with Near Surface Mounted Reinforcement (NSMR) consisting of Carbon Fibre Reinforced Polymers (CFRP). The bridge was built in 1955.It has two spans of 12 m. In one of the spans a loading beam made of steel was placed in the centre of the span. The loading beam was then pulled down with cables injected to the bedrock beneath the bridge. Usually models for the load carrying capacity are tested in the laboratory in reduced scale. There are very few other concrete bridges which have been tested to failure in order to check their ultimate behaviour and this project demonstrate the use of Structural Health Monitoring (SHM) in full scale testing. The strengthening was successful and the results from the tests shows that the used design and FE-models underestimate the shear capacity considerably.
Field testing strengthening carbon fibre monitoring bridges
Bj(o)rn T(a)ljsten
Department of Civil,Mining and Environmental Engineering,Lulea University of Technology,971 87 Lulea,Sweden
国际会议
长沙
英文
38-44
2009-10-26（万方平台首次上网日期，不代表论文的发表时间）