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EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK

Year 2017, Volume 2, Issue 3, 0 - 0, 01.08.2017

Abstract

The finite element (FE) method is used to conduct an analysis of liquid storage tanks This research has focused on the behaviors, under static condition, free vibration and buckling of steel liquid tanks which are designed according to API 650 standards. The mechanical characteristics of the materials and the real geometrical and load measures have been considered in the numerical model. These storage tanks are connecting with American standard steel shape profiles. The equivalent stress (Von-Mises) distribution, deformation in the circular wall of the liquid tank, buckling load and fundamental frequency are computed using finite element method in order to investigate the effect of type of the stiffener, number of course and location of stiffener on the structural behavior of liquid tanks. The uses of the stiffener decrease the stress of wall tank and improve the other structural behaviors

References

  • American Petroleum Institute. (2002). API 620: Design and Construction of Large, Welded, Low Pressure Storage Tanks, 552(3), 1–194.
  • American Petroleum Institute. API. (2013). Welded Tanks for oil Storage API 650, (March), 498.
  • Baniotopoulos, C., Lavasas, I., Nikolaides, G., & Zervas, P. (2008). RFS-CT-2006- 00031 - HISTWIN High-Strength Steel Tower for Wind Turbine.
  • British Standards Institution (BSI). (2004). BS EN 14015:2004: Specification for the design and manufacture of site built , vertical , cylindrical , flat-bottomed , above tanks for the storage of liquids at ambient temperature and above. Standards, 3(1).
  • Burgos, C. A., Batista-Abreu, J. C., Calabr, H. D., Jaca, R. C., & Godoy, L. A. (2015).
  • Buckling estimates for oil storage tanks: Effect of simplified modeling of the roof and wind girder. Thin-Walled Structures, 91, 29–37. https://doi.org/10.1016/j.tws.2015.02.006
  • Canonsburg, T. D. (2013a). ANSYS Mechanical APDL Element Reference, 15317(November), 724–746.
  • Canonsburg, T. D. (2013b). ANSYS Mechanical Users Guide, 15317(November), 724– 746.
  • Cao, Q. shuai, & Zhao, Y. (2010). Buckling strength of cylindrical steel tanks under harmonic settlement. Thin-Walled Structures, 48(6), 391–400. https://doi.org/10.1016/j.tws.2010.01.011
  • Chauhan, Mukeshm.(2012). Design and stability of large storage tanks and tall bins, (803), 1–48.
  • Elkholy, S. A., Elsayed, A. A., & Sadek, S. A. (2014). Optimal finite element modelling for modal analysis of liquid storage circular tanks Bilal El-Ariss, 5(3), 207– 241.
  • Y.G. Fakhım, H. Showkatı , K. Abedı (2009) Experimental study on the buckling and post- buckling behavior of thin-walled cylindrical shells with varying thickness under hydrostatic pressure . (January).
  • Mayeux, S., & Miller, J. (2016). Designing storage tanks.
  • george w. housner. (1963). The dynamic behavior of water tanks, bulletin of the Seismological Society of America , 53(2), 381–387.
  • Spritzer, J. M., & Guzey, S. (2017). Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads. Thin-Walled Structures, 112(September 2016), 41–65. https://doi.org/10.1016/j.tws.2016.11.013

Year 2017, Volume 2, Issue 3, 0 - 0, 01.08.2017

Abstract

References

  • American Petroleum Institute. (2002). API 620: Design and Construction of Large, Welded, Low Pressure Storage Tanks, 552(3), 1–194.
  • American Petroleum Institute. API. (2013). Welded Tanks for oil Storage API 650, (March), 498.
  • Baniotopoulos, C., Lavasas, I., Nikolaides, G., & Zervas, P. (2008). RFS-CT-2006- 00031 - HISTWIN High-Strength Steel Tower for Wind Turbine.
  • British Standards Institution (BSI). (2004). BS EN 14015:2004: Specification for the design and manufacture of site built , vertical , cylindrical , flat-bottomed , above tanks for the storage of liquids at ambient temperature and above. Standards, 3(1).
  • Burgos, C. A., Batista-Abreu, J. C., Calabr, H. D., Jaca, R. C., & Godoy, L. A. (2015).
  • Buckling estimates for oil storage tanks: Effect of simplified modeling of the roof and wind girder. Thin-Walled Structures, 91, 29–37. https://doi.org/10.1016/j.tws.2015.02.006
  • Canonsburg, T. D. (2013a). ANSYS Mechanical APDL Element Reference, 15317(November), 724–746.
  • Canonsburg, T. D. (2013b). ANSYS Mechanical Users Guide, 15317(November), 724– 746.
  • Cao, Q. shuai, & Zhao, Y. (2010). Buckling strength of cylindrical steel tanks under harmonic settlement. Thin-Walled Structures, 48(6), 391–400. https://doi.org/10.1016/j.tws.2010.01.011
  • Chauhan, Mukeshm.(2012). Design and stability of large storage tanks and tall bins, (803), 1–48.
  • Elkholy, S. A., Elsayed, A. A., & Sadek, S. A. (2014). Optimal finite element modelling for modal analysis of liquid storage circular tanks Bilal El-Ariss, 5(3), 207– 241.
  • Y.G. Fakhım, H. Showkatı , K. Abedı (2009) Experimental study on the buckling and post- buckling behavior of thin-walled cylindrical shells with varying thickness under hydrostatic pressure . (January).
  • Mayeux, S., & Miller, J. (2016). Designing storage tanks.
  • george w. housner. (1963). The dynamic behavior of water tanks, bulletin of the Seismological Society of America , 53(2), 381–387.
  • Spritzer, J. M., & Guzey, S. (2017). Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads. Thin-Walled Structures, 112(September 2016), 41–65. https://doi.org/10.1016/j.tws.2016.11.013

Details

Primary Language English
Journal Section Research Article
Authors

Mahmood Hunar DHEYAALDIN This is me


Mustafa ÖZAKÇA This is me


Abubaker Sami DHEYAB
0000-0002-2291-2532

Publication Date August 1, 2017
Published in Issue Year 2017, Volume 2, Issue 3

Cite

Bibtex @ { ijees612292, journal = {The International Journal of Energy and Engineering Sciences}, issn = {2602-294X}, address = {Gaziantep üniversitesi Mühendislik Fakültesi Dekanlığı}, publisher = {Gaziantep University}, year = {2017}, volume = {2}, pages = {0 - 0}, doi = {}, title = {EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK}, key = {cite}, author = {Dheyaaldın, Mahmood Hunar and Özakça, Mustafa and Dheyab, Abubaker Sami} }
APA Dheyaaldın, M. H. , Özakça, M. & Dheyab, A. S. (2017). EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK . The International Journal of Energy and Engineering Sciences , 2 (3) , 0-0 . Retrieved from https://dergipark.org.tr/en/pub/ijees/issue/48360/612292
MLA Dheyaaldın, M. H. , Özakça, M. , Dheyab, A. S. "EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK" . The International Journal of Energy and Engineering Sciences 2 (2017 ): 0-0 <https://dergipark.org.tr/en/pub/ijees/issue/48360/612292>
Chicago Dheyaaldın, M. H. , Özakça, M. , Dheyab, A. S. "EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK". The International Journal of Energy and Engineering Sciences 2 (2017 ): 0-0
RIS TY - JOUR T1 - EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK AU - Mahmood Hunar Dheyaaldın , Mustafa Özakça , Abubaker Sami Dheyab Y1 - 2017 PY - 2017 N1 - DO - T2 - The International Journal of Energy and Engineering Sciences JF - Journal JO - JOR SP - 0 EP - 0 VL - 2 IS - 3 SN - 2602-294X- M3 - UR - Y2 - 2021 ER -
EndNote %0 The International Journal of Energy and Engineering Sciences EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK %A Mahmood Hunar Dheyaaldın , Mustafa Özakça , Abubaker Sami Dheyab %T EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK %D 2017 %J The International Journal of Energy and Engineering Sciences %P 2602-294X- %V 2 %N 3 %R %U
ISNAD Dheyaaldın, Mahmood Hunar , Özakça, Mustafa , Dheyab, Abubaker Sami . "EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK". The International Journal of Energy and Engineering Sciences 2 / 3 (August 2017): 0-0 .
AMA Dheyaaldın M. H. , Özakça M. , Dheyab A. S. EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK. IJEES. 2017; 2(3): 0-0.
Vancouver Dheyaaldın M. H. , Özakça M. , Dheyab A. S. EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK. The International Journal of Energy and Engineering Sciences. 2017; 2(3): 0-0.
IEEE M. H. Dheyaaldın , M. Özakça and A. S. Dheyab , "EFFECT OF STIFFENERS ON STRUCTURAL BEHAVIOR OF STEEL LIQUIDS TANK", The International Journal of Energy and Engineering Sciences, vol. 2, no. 3, pp. 0-0, Aug. 2017

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