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This paper presents an experimental application of Distributed Optical Fiber Sensors (DOFS) for the Structural Health Monitoring (SHM) of concrete structures affected by internal swelling pathologies. In the framework of a large research project aiming to assess the possible extension of the operating lifetime of nuclear power plants from 40 to 60 ...
Ientile, Silvia Rasol, Mezgeen Schmidt, Franziska Adelaide, Lucas Nedjar, Boumediene Chevalier, Christophe Sevilla de La Llave, Irène
ICONHIC 2022, 3rd International Conference on Natural Hazards and Infrastructure, Athènes, GRECE, 05-/07/2022 - 07/07/2022
Belmokhtar, Mohamed Schmidt, Franziska Chevalier, Christophe Ture Savadkoohi, Alireza
9th International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES 2021, on line, JAPON, 14-/09/2021 - 17/09/2021
Manzini, Nicolas Mar, Ndeye Schmidt, Franziska Bercher, Jean-François Orcesi, André Marchand, Pierre Gazeaux, Julien Thom, Christian
Eurostruct 2021, Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures, Padoue, ITALIE, 29-/08/2021 - 01/09/2021
MERAINANI, Boualem XIONG, Bian BALTAZART, Vincent DUMOULIN, Jean DOHLER, Michael ZHANG, Qinghua
This paper aims to experimentally evaluate a simplified vision-based method for structural health monitoring (SHM). Contrary to conventional solutions that rely on extracting motions through image processing, this paper proposes to conduct the SHM analysis by the direct processing of pixel brightness without extracting the motion signals beforehand...
MENDLER, Alexander DOHLER, Michael VENTURA, Carlos
This paper derives a formula to determine the minimum detectable damage based on ambient vibration data. It is a key element to analyze which damage scenarios can be detected before a monitoring system is installed. For the analysis, vibration data from the reference structure as well as a finite element model are required. Minimum detectability is...
SEN, Subhamoy ASWAL, Neha ZHANG, Qinghua MEVEL, Laurent
Bayesian filtering based structural health monitoring algorithms typically assume stationary white Gaussian noise models to represent an unknown input forcing. However, typical structural damages occur mostly under the action of extreme loading conditions, like earthquake or high wind/waves, which are characteristically non-stationary and non-Gauss...
GRES, Szymon DOHLER, Michael MEVEL, Laurent
The Modal Assurance Criterion (MAC) is a modal indicator designed to decide whether the mode shapes used in its computation are corresponding to the same mode. During structural monitoring, it can be applied to evaluate changes in the mode shapes. When the mode shapes are estimated from measurement data, the MAC inherits their statistical propertie...
VIEFHUES, Eva DOHLER, Michael SIMON, Patrick HERRMANN, Ralf HILLE, Falk MEVEL, Laurent
Structural health monitoring (SHM) of civil structures often is limited due to changing environmental conditions, as those changes affect the structural dynamical properties in a similar way like damages can do. In this article, an approach for damage detection under changing temperatures is presented and applied to a beam structure. The used stoch...
ASWAL, Neha KUNCHAM, Eshwar SEN, Subhamoy MEVEL, Laurent
Sensor types and their positioning is a major factor in structural health monitoring (SHM) to ensure certainty in estimation. While acceleration has predominantly been employed for damage detection, they are known to be costly and not frame invariant (except for moderately accurate GPS based accelerometers). A thorough monitoring of a real life str...