Introduction: structural health monitoring – a means to optimal design in the future

Author(s):  
V.M. Karbhari
2021 ◽  
Author(s):  
Canon Shafieyan

This research investigation is to employ a Structural Health Monitoring (SHM) strategy for the Rebecca Street Bridge to provide accurate information regarding the structural behavior and performance of the bridge during regular operation. The research investigation included visual inspection and structural assessment using the MIRA 3D shear wave tomographer to evaluate the bridge structural condition. The overall structural condition of the bridge is good and no major deterioration was noted. However, the voids detected during the shear wave scans could form void clusters in the future, leading to potential cracking and delamination. A monitoring strategy was developed based on the crack width and moment curvature of the concrete cross section using reliability analytical models that would allow for lifetime monitoring. The prediction models used the Bridge Condition Index (BCI) to evaluate the structural condition of the bridge. The future works for the Rebecca Street Bridge includes periodic monitoring as recommended.


2021 ◽  
Author(s):  
Canon Shafieyan

This research investigation is to employ a Structural Health Monitoring (SHM) strategy for the Rebecca Street Bridge to provide accurate information regarding the structural behavior and performance of the bridge during regular operation. The research investigation included visual inspection and structural assessment using the MIRA 3D shear wave tomographer to evaluate the bridge structural condition. The overall structural condition of the bridge is good and no major deterioration was noted. However, the voids detected during the shear wave scans could form void clusters in the future, leading to potential cracking and delamination. A monitoring strategy was developed based on the crack width and moment curvature of the concrete cross section using reliability analytical models that would allow for lifetime monitoring. The prediction models used the Bridge Condition Index (BCI) to evaluate the structural condition of the bridge. The future works for the Rebecca Street Bridge includes periodic monitoring as recommended.


Author(s):  
Charles R Farrar ◽  
Nick A.J Lieven

This paper concludes the theme issue on structural health monitoring (SHM) by discussing the concept of damage prognosis (DP). DP attempts to forecast system performance by assessing the current damage state of the system (i.e. SHM), estimating the future loading environments for that system, and predicting through simulation and past experience the remaining useful life of the system. The successful development of a DP capability will require the further development and integration of many technology areas including both measurement/processing/telemetry hardware and a variety of deterministic and probabilistic predictive modelling capabilities, as well as the ability to quantify the uncertainty in these predictions. The multidisciplinary and challenging nature of the DP problem, its current embryonic state of development, and its tremendous potential for life-safety and economic benefits qualify DP as a ‘grand challenge’ problem for engineers in the twenty-first century.


Author(s):  
Yiwei Wang ◽  
Christian Gogu ◽  
Nicolas Binaud ◽  
Christian Bes ◽  
Raphael T Haftka ◽  
...  

Aircraft panel maintenance is typically based on scheduled inspections during which the panel damage size is compared to a repair threshold value, set to ensure a desirable reliability for the entire fleet. This policy is very conservative since it does not consider that damage size evolution can be very different on different panels, due to material variability and other factors. With the progress of sensor technology, data acquisition and storage techniques, and data processing algorithms, structural health monitoring systems are increasingly being considered by the aviation industry. Aiming at reducing the conservativeness of the current maintenance approaches, and, thus, at reducing the maintenance cost, we employ a model-based prognostics method developed in a previous work to predict the future damage growth of each aircraft panel. This allows deciding whether a given panel should be repaired considering the prediction of the future evolution of its damage, rather than its current health state. Two predictive maintenance strategies based on the developed prognostic model are proposed in this work and applied to fatigue damage propagation in fuselage panels. The parameters of the damage growth model are assumed to be unknown and the information on damage evolution is provided by noisy structural health monitoring measurements. We propose a numerical case study where the maintenance process of an entire fleet of aircraft is simulated, considering the variability of damage model parameters among the panel population as well as the uncertainty of pressure differential during the damage propagation process. The proposed predictive maintenance strategies are compared to other maintenance strategies using a cost model. The results show that the proposed predictive maintenance strategies significantly reduce the unnecessary repair interventions, and, thus, they lead to major cost savings.


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