Araştırma Makalesi
BibTex RIS Kaynak Göster
Yıl 2020, Sayı: 18, - , 09.06.2020

Öz

Kaynakça

  • [1] ABAQUS, (2014), “ABAQUS Documentation”. Dassault Systèmes, Providence, RI, USA.
  • [2] Alinia M. (2005). “A study into optimization of stiffeners in plates subjected to shear loading.” Thin-Walled Structures, 43(5):845 - 860.
  • [3] Alinia M. and Dastfan M. (2006). “Behaviour of thin steel plate shear walls regarding frame members.” Journal of Constructional Steel Research, 62(7):730 - 738.
  • [4] Det Norske Veritas (DNVGL). “Buckling Strength Analyses”, DNV Classification Notes No.30.1, July 2014.
  • [5] International Association of Classification Societies (IACS). “Shipbuilding and Repair Quality Standard”, Reprinted March 1998.
  • [6] Health and Safety Executive, (2000). “Collision resistance of ship-based structures to side impact”, OTO 053/2000.
  • [7] International Ship and Offshore Structure Congress (ISSC). (2009). “Ultimate strength. Report of Technical Committee III.1”, International Ship and Offshore Structures Congress, Seoul, Korea, August.
  • [8] Hughes O. F., and Paik J.K., (2010). “Ship structural analysis and design”. The Society of Naval Architects and Marine Engineers (New Jersey).
  • [9] Gheitasi A. and Alinia M. (2010). “Slenderness classification of unstiffened metal plates under shear loading.” Thin-Walled Structures, 48(7):508 - 518.
  • [10] Ozguc, O. (2019). “Estimation of buckling response of the deck panel in axial compression”. Polish Maritime Research, 4 (104), Vol. 26; pp. 39-46 10.2478/pomr-2019-0064.
  • [11] Rizzo N.A.S, Amante D.A., and Estefen S.F., (2014). “Ultimate shear strength of stiffened panels for offshore structures.” OMAE2014-23155, 33rd International Conference on Ocean, Offshore and Arctic Engineering; vol. 4A: Structures, Safety and Reliability. San Francisco, California, USA.
  • [12] Paik J.K. (2005). “Ultimate strength of dented steel plates under edge shear loads.” ThinWalled Structures, 43(9):1475 – 1492.
  • [13] Paik, J.K., Lee, J. M., and Lee, D. H. (2003). “Ultimate strength of dented steel plates under axial compressive loads.” International Journal of Mechanical Sciences, 45:433-448.
  • [14] Paik J. K., Thayamballi A.K., and Kim B.J. (2001). “Advanced Ultimate Strength Formulations for Ship Plating Under Combined Biaxial Compression/Tension, Edge Shear, and Lateral Pressure Loads.” Marine Technology, 38(1):9-25.
  • [15] Raviprakash A., Prabu B., and Alagumurthi N. (2012). “Residual ultimate compressive strength of dented square plates.” Thin-Walled Structures, 58:32 - 39.
  • [16] Xu M. C. and Soares C. G. (2013). “Assessment of residual ultimate strength for wide dented stiffened panels subjected to compressive loads.” Engineering Structures, 49:316 - 328.
  • [17] Zhang S., Kumar P., and Rutherford S. E. (2008). “Ultimate shear strength of plates and stiffened panels.” Ships and Offshore Structures, 3(2):105-112.

NON-LINEAR FINITE ELEMENT ANALYSIS OF DECK, BOTTOM AND INNER BOTTOM PANELS IN FPSO VESSEL

Yıl 2020, Sayı: 18, - , 09.06.2020

Öz

Floating production, storage and offloading systems (FPSOs) are widely used to develop offshore oil and
gas fields. FPSOs structures shall be evaluated in order to satisfy the specifications of both in-service and
pre-service loading conditions. The key aspects of the structural assessment of FPSOs are the buckling
and ultimate strength behaviour of plate panels, stiffened panels and hull girders. The focus of this paper
is to address the buckling and ultimate strength criteria for FPSO hull structures. Buckling strength
assessment of three panels in FPSO vessel is being carried out using the non-linear finite element code
ADVANCE/ABAQUS, where the analyses involve both material inelastic effects and non-linear
geometric effects. The capacities of the bottom panels are estimated under simultaneously acting lateral
pressure and axial compression. The upper deck is only subjected to axial compression. The three panels
are located in the upper deck, the inner bottom and the bottom shell. The capacities of the bottom panels
are predicted under simultaneously acting lateral pressure (0.249 MPa for inner bottom and 0.146 MPa
for the bottom) and axial compression. For both the bottom and the inner bottom panel the pressure acts
from the ballast tank and outward. The upper deck is only subjected to axial compression. The Ultimate
Limit State (ULS) capacities have been estimated to 260 MPa for the upper deck, 205 MPa for the inner
bottom and 250 MPa for the bottom shell.

Kaynakça

  • [1] ABAQUS, (2014), “ABAQUS Documentation”. Dassault Systèmes, Providence, RI, USA.
  • [2] Alinia M. (2005). “A study into optimization of stiffeners in plates subjected to shear loading.” Thin-Walled Structures, 43(5):845 - 860.
  • [3] Alinia M. and Dastfan M. (2006). “Behaviour of thin steel plate shear walls regarding frame members.” Journal of Constructional Steel Research, 62(7):730 - 738.
  • [4] Det Norske Veritas (DNVGL). “Buckling Strength Analyses”, DNV Classification Notes No.30.1, July 2014.
  • [5] International Association of Classification Societies (IACS). “Shipbuilding and Repair Quality Standard”, Reprinted March 1998.
  • [6] Health and Safety Executive, (2000). “Collision resistance of ship-based structures to side impact”, OTO 053/2000.
  • [7] International Ship and Offshore Structure Congress (ISSC). (2009). “Ultimate strength. Report of Technical Committee III.1”, International Ship and Offshore Structures Congress, Seoul, Korea, August.
  • [8] Hughes O. F., and Paik J.K., (2010). “Ship structural analysis and design”. The Society of Naval Architects and Marine Engineers (New Jersey).
  • [9] Gheitasi A. and Alinia M. (2010). “Slenderness classification of unstiffened metal plates under shear loading.” Thin-Walled Structures, 48(7):508 - 518.
  • [10] Ozguc, O. (2019). “Estimation of buckling response of the deck panel in axial compression”. Polish Maritime Research, 4 (104), Vol. 26; pp. 39-46 10.2478/pomr-2019-0064.
  • [11] Rizzo N.A.S, Amante D.A., and Estefen S.F., (2014). “Ultimate shear strength of stiffened panels for offshore structures.” OMAE2014-23155, 33rd International Conference on Ocean, Offshore and Arctic Engineering; vol. 4A: Structures, Safety and Reliability. San Francisco, California, USA.
  • [12] Paik J.K. (2005). “Ultimate strength of dented steel plates under edge shear loads.” ThinWalled Structures, 43(9):1475 – 1492.
  • [13] Paik, J.K., Lee, J. M., and Lee, D. H. (2003). “Ultimate strength of dented steel plates under axial compressive loads.” International Journal of Mechanical Sciences, 45:433-448.
  • [14] Paik J. K., Thayamballi A.K., and Kim B.J. (2001). “Advanced Ultimate Strength Formulations for Ship Plating Under Combined Biaxial Compression/Tension, Edge Shear, and Lateral Pressure Loads.” Marine Technology, 38(1):9-25.
  • [15] Raviprakash A., Prabu B., and Alagumurthi N. (2012). “Residual ultimate compressive strength of dented square plates.” Thin-Walled Structures, 58:32 - 39.
  • [16] Xu M. C. and Soares C. G. (2013). “Assessment of residual ultimate strength for wide dented stiffened panels subjected to compressive loads.” Engineering Structures, 49:316 - 328.
  • [17] Zhang S., Kumar P., and Rutherford S. E. (2008). “Ultimate shear strength of plates and stiffened panels.” Ships and Offshore Structures, 3(2):105-112.
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Deniz Mühendisliği
Bölüm Araştırma Makaleleri
Yazarlar

Özgür Özgüç

Yayımlanma Tarihi 9 Haziran 2020
Gönderilme Tarihi 9 Haziran 2020
Yayımlandığı Sayı Yıl 2020 Sayı: 18

Kaynak Göster

APA Özgüç, Ö. (2020). NON-LINEAR FINITE ELEMENT ANALYSIS OF DECK, BOTTOM AND INNER BOTTOM PANELS IN FPSO VESSEL. GİDB Dergi(18).

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