Estimate of induced stress during filling and discharge of metallic silos for cement storage
The present article show the structural analysis realized to metallic silo for storage cement through of the parametric model development in the finite element software ASNYS APDL, the fill and discharge pressures applied on the silo wall is determined with the Eurocode normative EN 1991-4.The model...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2015
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/8751
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/8751
- Palabra clave:
- ANSYS APDL
Cement silos
Eurocode EN 1991-4
Finite element
Parametric model
Structural analysis
Type shell elements
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| dc.title.alternative.none.fl_str_mv |
Estimación de esfuerzos inducidos durante el llenado y vaciado de silos metálicos para almacenamiento de cemento |
| title |
Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| spellingShingle |
Estimate of induced stress during filling and discharge of metallic silos for cement storage ANSYS APDL Cement silos Eurocode EN 1991-4 Finite element Parametric model Structural analysis Type shell elements |
| title_short |
Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| title_full |
Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| title_fullStr |
Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| title_full_unstemmed |
Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| title_sort |
Estimate of induced stress during filling and discharge of metallic silos for cement storage |
| dc.subject.keywords.none.fl_str_mv |
ANSYS APDL Cement silos Eurocode EN 1991-4 Finite element Parametric model Structural analysis Type shell elements |
| topic |
ANSYS APDL Cement silos Eurocode EN 1991-4 Finite element Parametric model Structural analysis Type shell elements |
| description |
The present article show the structural analysis realized to metallic silo for storage cement through of the parametric model development in the finite element software ASNYS APDL, the fill and discharge pressures applied on the silo wall is determined with the Eurocode normative EN 1991-4.The model is development with type shell elements allowing that the structure silo fits to the cylindrical and conical geometric of the silo. It explains each of the phases having the development of the model and is made a detailed analysis of the results delivered by the software; different models are evaluated changing the sheet thickness for select the most appropriate. Also the results are analyzed when be changing the tilting the hopper and is reviewed the behavior of the silo when is analyzed with its structure. © The author; licensee Universidad Nacional de Colombia. |
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2015 |
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2015 |
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2019-11-06T19:05:17Z |
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2019-11-06T19:05:17Z |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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info:eu-repo/semantics/article |
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Artículo |
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DYNA (Colombia); Vol. 82, Núm. 194; pp. 238-246 |
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0012-7353 |
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https://hdl.handle.net/20.500.12585/8751 |
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10.15446/dyna.v82n194.49731 |
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Universidad Tecnológica de Bolívar |
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Repositorio UTB |
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DYNA (Colombia); Vol. 82, Núm. 194; pp. 238-246 0012-7353 10.15446/dyna.v82n194.49731 Universidad Tecnológica de Bolívar Repositorio UTB |
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https://hdl.handle.net/20.500.12585/8751 |
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eng |
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eng |
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info:eu-repo/semantics/openAccess |
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Atribución-NoComercial 4.0 Internacional |
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Universidad Nacional de Colombia |
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Universidad Nacional de Colombia |
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2019-11-06T19:05:17Z2019-11-06T19:05:17Z2015DYNA (Colombia); Vol. 82, Núm. 194; pp. 238-2460012-7353https://hdl.handle.net/20.500.12585/875110.15446/dyna.v82n194.49731Universidad Tecnológica de BolívarRepositorio UTBThe present article show the structural analysis realized to metallic silo for storage cement through of the parametric model development in the finite element software ASNYS APDL, the fill and discharge pressures applied on the silo wall is determined with the Eurocode normative EN 1991-4.The model is development with type shell elements allowing that the structure silo fits to the cylindrical and conical geometric of the silo. It explains each of the phases having the development of the model and is made a detailed analysis of the results delivered by the software; different models are evaluated changing the sheet thickness for select the most appropriate. Also the results are analyzed when be changing the tilting the hopper and is reviewed the behavior of the silo when is analyzed with its structure. © The author; licensee Universidad Nacional de Colombia.Recurso electrónicoapplication/pdfengUniversidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial 4.0 Internacionalhttp://purl.org/coar/access_right/c_abf2https://www2.scopus.com/inward/record.uri?eid=2-s2.0-84953333555&doi=10.15446%2fdyna.v82n194.49731&partnerID=40&md5=dd4ed4d8256a9a785ebc3d9fa89ecae7Scopus 57039187100Scopus 57038982700Estimate of induced stress during filling and discharge of metallic silos for cement storageEstimación de esfuerzos inducidos durante el llenado y vaciado de silos metálicos para almacenamiento de cementoinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1ANSYS APDLCement silosEurocode EN 1991-4Finite elementParametric modelStructural analysisType shell elementsBayona-Carvajal, W.Useche Vivero, JairoAguado, P., (1997) Métodos Avanzados De cálculo De Presiones En Silos agrícolas Mediante La técnica De Los Elementos Finitos. El Vaciado De Silos Y Las Paredes De Chapa Ondulada, , PhD Thesis, Escuela Técnica Superior de Ingenieros Agrónomos UPM, España(2013) Ansys Mechanical APDL Introductory Tutorials, , Canonsburg, USA(2005) Eurocode EN 1991-4, , Bruselas, Bélgica. Actions on structures - Part 4: Silos and tanksCook, R., Malkus, D., Plesla, M., Witt, R., (2001) Concepts and Applications of Finite Element Analysis, , University of Wisconsin, MadisonDing, S., Rotter, M., Ooi, J., Enstad, G., Development of normal pressure and frictional traction along the walls of a steep conical hopper during filling (2011) Thin-Walled Structures, 49, pp. 1246-1250Ercoli, N., Ciancio, P., Massey, L., (2007) Mecánica Computacional XXVII, pp. 161-180Ercoli, N., Ciancio, N., Berardo, C., Análisis para el diseño de un silo de clinker y su implementación computacional (2004) Mecánica Computacional, 23, pp. 619-638. , Buscaglia, G., Dari, E. and Zamonsky, O., (Eds.)Jürgen, T., Assessment of mechanical properties of cohesive particulate solids – Part 2 (2001) Particulate Science and Technology, 19, pp. 111-129Rodriguez, W., Pallares, R., (2015) Revista DYNA, 82 (189), pp. 30-38Rotter, J., (2001) Guide for the Economic Design of Circular Metal Silos, , CRC Press. London and New YorkUlrich, H., Josef, E., Numerical investigations on discharging silos (1984) Journal of Engineering Mechanics, 110, pp. 957-971ANSYS Tutorials, , http://www.mece.ualberta.ca/tutorials/ansys/, CanadaYanes, Á., Fernández, M., López, P., (2001) Informes De La Construcción, 52, 472phttp://purl.org/coar/resource_type/c_6501ORIGINALDOI10_15446dyna_v82n194_49731.pdfapplication/pdf2490868https://repositorio.utb.edu.co/bitstream/20.500.12585/8751/1/DOI10_15446dyna_v82n194_49731.pdf1f781eff99e602f6064de4a14e4e317bMD51TEXTDOI10_15446dyna_v82n194_49731.pdf.txtDOI10_15446dyna_v82n194_49731.pdf.txtExtracted texttext/plain26029https://repositorio.utb.edu.co/bitstream/20.500.12585/8751/4/DOI10_15446dyna_v82n194_49731.pdf.txte5f0a1ca8df5dea8bab75863cae0736bMD54THUMBNAILDOI10_15446dyna_v82n194_49731.pdf.jpgDOI10_15446dyna_v82n194_49731.pdf.jpgGenerated Thumbnailimage/jpeg89752https://repositorio.utb.edu.co/bitstream/20.500.12585/8751/5/DOI10_15446dyna_v82n194_49731.pdf.jpgcc915605ec4161e5a898a43a48c9825cMD5520.500.12585/8751oai:repositorio.utb.edu.co:20.500.12585/87512023-04-24 09:16:13.235Repositorio Institucional UTBrepositorioutb@utb.edu.co |