Reference : Structural health monitoring based on static measurements with temperature compensation |
Scientific journals : Article | |||
Analysis of case law/Statutory reports | |||
Engineering, computing & technology : Civil engineering Engineering, computing & technology : Mechanical engineering Engineering, computing & technology : Multidisciplinary, general & others | |||
Security, Reliability and Trust | |||
http://hdl.handle.net/10993/27438 | |||
Structural health monitoring based on static measurements with temperature compensation | |
English | |
Nguyen, Viet Ha ![]() | |
Schommer, Sebastian ![]() | |
Zürbes, Arno [] | |
Maas, Stefan ![]() | |
2016 | |
QUALITY SPECIFICATIONS FOR ROADWAY BRIDGES, STANDARDIZATION AT A EUROPEAN LEVEL | |
No | |
International | |
[en] bridge ; localization ; damage ; displacement ; temperature | |
[en] The paper presents the main results from static tests in a prestressed concrete beam taken out from a real bridge. The tests were achieved during about one month with several scenarios of damage that loaded and unloaded states were monitored for each scenario. Damages in 4 levels were simulated by cutting prestressed tendons. There were 8 transducers distributed along the length’s beam to measure displacements.
Deflection lines resulted from the static measurements from every state allow discovering the location of damages. Moreover, the calculation of slope and curvature lines leads also to very interesting issues for damage localization. | |
Researchers ; Professionals ; Students | |
http://hdl.handle.net/10993/27438 |
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