Artificial Neural Network Model for Predicting the Tendon Stress in Unbonded Posttensioned Concrete Members at the Ultimate Limit State Torgeir Selsøyvold, Samindi M. K. Samarakoon, Piotr Nazarko Journal of Structural Engineering United States, 2022 Existing design guidelines, codes, and literature provide different calculation models for the estimation of tendon stresses in unbonded posttensioned concrete members at the ultimate limit state. Most of these methods are based on theoretical (e.g., collapse mechanism and bond-reduction models) and statistically-based empirical models, with only a few or no surrogate models based on artificial neural networks (ANNs). This study presents an ANN-based model to predict stress in unbonded tendons at the ultimate limit state based on a database of 251 prestressed concrete members with unbonded tendons collected from the literature. The predictions from the ANN-based model show very good agreement with the experimental results given in the literature during training, testing, and validation. A sensitivity analysis has been performed to quantify the degree of influence of the input variables used in the developed ANN model. The analysis shows that the predictions of tendon stress using neural networks are more accurate than those results obtained using the models given in the design guidelines and the literature.
Application of elastic waves and neural networks for the prediction of forces in bolts of flange connections subjected to static tension tests Piotr Nazarko, Leonard Ziemiański Materials, 2020 There is a group of measurement techniques that can be used in the task of force identification in steel bolts. In this paper, the potential of elastic wave propagation signals was studied for possible application in force monitoring systems. A series of laboratory tests was carried out on flange connections subjected to static tensile tests. Each one contained six screws of the same diameter. Four bolts were equipped with washer load cells. Alternatively, selected bolts were equipped with piezoelectric transducers (actuator and sensor) in order to measure the elastic wave signals. Principal components analysis, time of arrival, and neural network compression were used for dimensionality reduction of the measured signals. Examples of the obtained results with respect to the studied connections show that the tension forces in bolts can be estimated with relatively good accuracy.
Anomaly detection in composite elements using Lamb waves and soft computing methods Piotr Nazarko, Leonard Ziemiański Procedia Structural Integrity, 2017 Composite materials are widely used in many important structures, which in turn entails the need to develop sensitive and reliable structural health monitoring (SHM) systems. The aim of this study was to investigate the use of guided waves and artificial neural networks as essential components of a two-stage diagnostics system. This system was designed to detect anomalies and to assess their parameters. This paper presents the first result of the application of this system for evaluation of samples made from composite materials. Defects of various origin were artificially introduced. Grids of 8 and 12 piezoelectric transducers were used. Principal components analysis was used for dimensionality reduction of measured signals. Examples of preliminary fault detection results showed that any signal anomalies are detected perfectly whereas the prediction of damage level allowed to distinguishing the defects. Successful experiments carried out on the studied specimens have already proved that this system was able to perform automatic analysis of the elastic waves and accelerate the process of structures diagnosis.
Force identification in bolts of flange connections for structural health monitoring and failure prevention Piotr Nazarko, Leonard Ziemianski Procedia Structural Integrity, 2017 Abstract Force identification in bolts of flange connection is not only important to preserve the structure integrity but also to understand how does it works or even improve code procedures. Due to the relaxation phenomenon it becomes even more important in case of compressed bolts. In this paper a bolted flange connection was examined during static tensile test. Four of six bolts were equipped with washer load cells. Alternatively some bolts were equipped with piezoelectric transducers (actuator and sensor) in order to measure signals of elastic waves. It was noted that the load increasing causes changes in the signals measured. Principal components analysis was used for dimensionality reduction of measured signals. The aim of this study was to investigate the use of elastic waves and artificial neural networks for the purpose of force identification. Examples of preliminary results have shown that force in each bolt may be estimated with relatively good accuracy.
Novelty detection based on elastic wave signals measured by different techniques Computer Assisted Methods in Engineering and Science, 2012
Application of artificial neural networks in the damage identification of structural elements Computer Assisted Mechanics and Engineering Sciences, 2011
Laboratory tests on elastic waves application to damage detection in metal, plexiglass strips and composite plates Proceedings of the 4th European Workshop on Structural Health Monitoring, 2008
Failure identification in steel structure members based on wave propagation Proceedings of the 11th International Conference on Metal Structures Icms 2006 Progress in Steel Composite and Aluminium Structures, 2006
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Application of neural networks for the structural health monitoring in curtain-wall systems C Efstathiades, CC Baniotopoulos, P Nazarko, L Ziemianski, ... Engineering Structures 29 (12), 3475-3484 , 2007 2007 Citations: 70
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