Deformations evaluations and forecast in Turbo Generator 5 in the thermic-energetic plant of Nuevitas, Camagüey
DOI:
https://doi.org/10.29019/enfoqueute.v11n4.636Keywords:
deodesy, load-deformation, finite element method, soil-structure interaction, ARIMA modelAbstract
The evaluation, analysis and deformations forecast in the Turbo Generator 5 of the water heater-energy plant of Nuevitas, it was the main objective of this research. For they were carried out it chronologically geodesic surveying to establishment control record distributed in same time period to specific marks along the structure. These data were used in the physical-numeric models, by Finite Elements Method, it allowed evaluate the load-deformation process and floor-structures interaction. After achieving the historical record of stress-strain plane state, forecast deformations was proposing for the support structure by Arima’s models to evaluate in short term the not-alienations permissible future registered systematically in the axes of the mechanical system rotors in the plant.
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Álvarez, J., Mesa, M. y Recarey, C. (2012). Técnicas de calibración numérica para problemas de ingeniería. Ciudad de La Habana, Cuba: Departamento de Ingeniería Civil. Instituto Superior Politécnico José Antonio Echeverría (Ispjae) de La Habana, Centro de Investigación de Mecánica Computacional y Métodos Numéricos en la Ingeniería (CIMCNI), de la Universidad Central Marta Abreu de Las Villas.
Álvarez, L. (1998). La estabilidad de cortinas de presas de tierra mediante la solución de los estados tenso-deformacionales y la aplicación de la teoría de seguridad (tesis presentada en opción al Grado Científico de Doctor en Ciencias Técnicas). Universidad Central Marta Abreu de Las Villas, Santa Clara.
Álvarez, M. (2018). Pronóstico de deformaciones en cortinas de presas de tierra (tesis presentada en opción al Grado Científico de Doctor en Ciencias Técnicas). Universidad Central Marta Abreu de Las Villas, Instituto Superior Politécnico José Antonio Echeverría (Ispjae) de La Habana, Centro de Investigación de Mecánica Computacional y Métodos Numéricos en la Ingeniería (Cimcni), Universidad Central Marta Abreu de Las Villas, La Habana, Cuba.
Álvarez, M., Álvarez, L. y Vázquez, R. (2017). Risk Assessment and Modeling of Technical Solutions for Filtrations Earth Dams. Enfoque UTE, 8(5), pp. 26 - 36. doi: 10.29019/enfoqueute.v8n5.177
Blanco, E. E. E., Pacheco, C. E. Á. & Moreno, G. G. (2020). Modelamiento del tambor de una caldera acuotubular para una planta de energía térmica. Revista colombiana de tecnologias de avanzada (RCTA), 1(35). doi: 10.24054/16927257.v35.n35.2020.3924
Box, G. y Jenkins, G. (1970). Time Series Analisys Forecasting and Control. Holden-Day.
Box, G., Jenkins, G., Reinsel, G. y Ljung, G. (2015). Time Series Analysis: Forecasting and Control (5.º ed.). Wiley.
Craig, R. (1997). Soil Mechanics (6.º ed.). CRC Press
Delgado, P. (2011). Sistema auscultación de obras subterráneas. ACRE Surveying Solution.
Feigl, K. L., Reinisch, E. C., Batzli, S. A. et al. (2020). Spatio–Temporal Analysis of Deformation at San Emidio Geothermal Field, Nevada, USA between 1992 and 2010. Remote Sensing, 11(16), 1935. doi: 10.3390/rs11161935
Hernández, F. (2012). Asentamientos permanentes por sismo en presas de tierra y enrocamiento. El posgrado en la Ingeniería Civil; II Encuentro. https://bit.ly/2H1kGqD
Jones, J. (1986a). Foundations and Earth Structures Design Manual 7.02 (DM-7.02). Alexandria, Virginia, United States of America: Naval Facilities Engineering Command (NAVFAC).
Jones, J. (1986b). Soil Mechanics Design Manual 7.01 (DM-7.01). Alexandria, Virginia, United States of America: Naval Facilities Engineering Command (NAVFAC).
Kopáčik, A., Erdélyi, J. y Kyrinovič, P. (2020a). Design, Construction, and Operation of Nuclear Power Plants: Geodetic Activities. In A. Kopáčik, J. Erdélyi, & P. Kyrinovič (Eds.), Engineering Surveys for Industry (pp. 197–213). Springer International Publishing. doi: 10.1007/978-3-030-48309-8_10
Kopáčik, A., Erdélyi, J. y Kyrinovič, P. (2020b). Setting-Out and Measurement of Cranes and Crane Runways. Engineering Surveys for Industry (pp. 143-178): Springer.
Naranbat. (2009). Nociones de Geología e Ingeniería Geológica para Ingenieros. s.l.f.
Quevedo, G. (2001a). Análisis de la estabilidad de taludes con la aplicación del método de las diferencias finitas. Santa Clara, Villa Clara, Cuba: Universidad Central Marta Abreu de Las Villas, Facultad de Construcciones.
Quevedo, G. (2001b). Estudio de la estabilidad de taludes y laderas para la prevención de desastres. Santa Clara, Villa Clara, Cuba.
Recarey, C. (1999). Modelación del terreno y las estructuras en el dominio del tiempo (tesis presentada en opción al Grado Científico de Doctor en Ciencias Técnicas). Facultad de Construcciones, Universidad Central Marta Abreu de Las Villas, Santa Clara, Villa Clara, Cuba.
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