This paper applies back propagation neural network (BPNN) optimized by genetic algorithm (GA) for the prediction of pressure generated by a drop-weight device and the quasi-static calibration of piezoelectric high-pressure sensors for the measurement of propellant powder gas pressure. The method can effectively overcome the slow convergence and local minimum problems of BPNN. Based on test data of quasi-static comparison calibration method, a mathematical model between each parameter of drop-weight device and peak pressure and pulse width was established, through which the practical quasi-static calibration without continuously using expensive reference sensors could be realized. Compared with multiple linear regression method, the GA-BPNN model has higher prediction accuracy and stability. The percentages of prediction error of peak pressure and pulse width are less than 0.7% and 0.3%, respectively.
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http://dx.doi.org/10.1063/1.4972826 | DOI Listing |
Materials (Basel)
November 2024
Laboratory of Microstructure Studies and Mechanics of Materials (LEM3), ENSAM-Arts et Métiers ParisTech, UMR CNRS 7239, Lorraine University, 57078 Metz, France.
This study investigated both the static and dynamic behavior of silicate materials through a series of experimental and numerical tests. Compression tests were conducted on cubic samples, three-point bending tests on beams, and perforation tests on silicate plates. In the compression tests, stress-strain curves were generated, enabling the calibration of the Concrete Damaged Plasticity (CDP) model for silicate materials.
View Article and Find Full Text PDFSensors (Basel)
October 2024
Biomedical Engineering Unit, Department of Industrial Engineering, University of Florence, 50121 Florence, Italy.
Materials (Basel)
October 2024
School of Electrical & Control Engineering, Tongmyong University, Busan 48520, Republic of Korea.
Open Res Eur
November 2024
Civil Engineering, University of Patras, Patras, Peloponnisos Dytiki Ellada ke Ionio, 26504, Greece.
Existing steel frames not complying with modern seismic codes are often vulnerable to earthquakes due to inadequate seismic detailing. These types of framed structures typically feature semi-rigid and partial strength column-base connections; the behaviour of such connections may significantly affect their seismic performance. However, current code provisions offer limited guidance for the assessment and retrofit of column-base connections To fill the knowledge gap, the H2020 EU-funded Earthquake Assessment of Base-Column Connections in Existing Steel Frames project experimentally investigated, the response of exposed column-base plate connections.
View Article and Find Full Text PDFUltrasonics
January 2025
Graduate School of China Academy of Engineering Physics, Beijing 100193, China. Electronic address:
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